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AG 13-172 RETURN TO: `SC-C EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ l 2. ORIGINATING STAFF PERSON: Sc cx.d,N Lon( EXT: 0143 3. DATE REQ.BY: 4. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION Er CONTRACT AMENDMENT(AG#):i 2.j-1-1 ❑ INTERLOCAL ❑ OTHER 5. PROJECT NAME: " `Ce*j \rnkey b,/erncXtik- �Y1Y■e-&S 6. NAME OF CONTRACTOR: 1 an ✓ GL` Cy &j"ce nS Inc ADDRESS: :3,3 kb flue. E So rn ntr, w4 3a G TELEPHONE(d0 0as 1-R�sU4 E-MAIL: FAX: Cas biz)3- (0 SIGNATURE NAME: "er.{SO,,n tom■e TITLE: 7. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRAC '/AMENDMENTS CFW LICENSE# 03313 co°°0 BL,EXP. 12/31/ f4 UBI# (oCYD1aCe aoq ,EXP.�. /51 A5 8. TERM: COMMENCEMENT DATE: allICIQfb ►14, 113 COMPLETION DATE: lo�I / 01`+- 9. TOTAL COMPENSATION:$ 1`I LP•X145 - 3 ,110 .00 s 'VI ,°I"I 5.00 (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY ❑ PURCHASING: PLEASE CHARGE To: 30(x,. O•1$4 Sal 5•tc 4 10. DOCUMENT/CONTRACT REVIEW INITIAL/DATE ' VI WED INITIAL/DATE APPROVED ❑/PROJECT MANAGER ',Mi(j; I DIVISION MANAGER -o4 LDEPUTY DIRECTOR ,•=1907` ❑/DIRECTOR ,7;:firld6.9MInIA l ❑ RISK MANAGEMENT (IF APPLICABLE) Kr/LAW DEPT H *-f 2y`1li L> ;i of C) 11. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: -t '4-I 1 DATE REC'D: 1'2.c,(l ❑ ATTACH: SIGNATURE AUTHORITY,INSURANCE CERTIFICATE,LICENSES,EXHIBITS INITIAL/DATE SIGNED ❑ LAW DEPT ❑ CHIEF OF STAFF SIGNATORY(MAYOR O DIRECTOR 2cm�1� ❑ CITY CLERK Ass IGNEDAG# AG# l I"I2 t9 X SIGNED COPY RETURNED DATE SENT: 0L 2-1 1 I RETURN ONE ORIGINAL COMMENTS: EXECUTE"d "ORIGINALS recluci n C.ontror t G.moarr4" 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#: 13-172 2 July 21, 2014 PROJECT NUMBER CHANGE ORDER EFFECTIVE DATE NUMBER Safety Improvement Projects Transportation Systems, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers material substitution; in lieu of using a "K' mount for the side mount signal head, TSI requested to utilize a Type "L" mount with Pelco AB3008 Astro-Brac. The work changes summarized below: 1. Material substitution The contract requires a Type "K" mount for side mounted signal heads and the Contract Special Provisions state that the flashing yellow arrows (FYA) retrofit payment will be by the lump sum. Due to long lead time obtaining materials, TSI requested to use Type "L" Mount with Pelco AB3008 Astro Brac. The City has approved the use of similar product on other signals in the city and as such has determined that these products (Type"L" mount with Pelco Astro Brac) are acceptable alternatives. The proposed material substitution is not expected to increase the contract amount and the consultant agreed to incur any cost difference. The City performed a cost analysis for the proposed work included for this field directive request and determined that the materials and labor cost associated result in savings of $3,970.00. Please see attached material substitution cost calculation. Changes to the Bid Schedule—Safety project I. Bid Item A-6: Changes to the current 3-Section K mount bid item results in a reduction of($173.00)to the amount currently paid under this bid item . 2. Bid Item A-7: Changes to the current 3-Section K mount bid item results in a reduction of($173.00)to the amount currently paid under this bid item. 3. Bid Item A-8: Changes to the current 3-Section K mount bid item results in a reduction of($173.00)to the amount currently paid under this bid item. 4. Bid Item A-10: Changes to the current 3-Section K mount bid item results in a reduction of($346.00)to the amount currently paid under this bid item. 5. Bid Item A-11: Changes to the current 3-Section K mount bid item results in a reduction of($173.00)to the amount currently paid under this bid item. 6. Item A-12: Changes to the current 3-Section K mount bid item results in a reduction of($346.00)to the amount currently paid under this bid item. 7. Bid Item A-14: Changes to the current 3-Section and 4-Section K mount bid item results in a reduction of ($762.00)to the amount currently paid under this bid item 8. Bid Item A-16: Changes to the current 3-Section K mount bid item results in a reduction of($519.00)to the amount currently paid under this bid item AG#13-172 Change Order No.2 continued 2 of 3 9. Item A-17: Changes to the current 4-Section K mount bid item results in a reduction of($173.00)to the amount currently paid under this bid item 10. Item B-6: Changes to the current 3-Section K mount bid item results in a reduction of($346.00)to the amount currently paid under this bid item. 11. Item C-6: Changes to the current 4-Section K mount bid item results in a reduction of($786.00)to the amount currently paid under this bid item. The total net adjustment to the amount paid under the contract is a decrease of$3,970.00 Net Changes to the Bid Schedule—Safety Project "L" Unit Cost mount& "K" 3C-$305,4C- Change Bid AB3008 Unit Cost mount $375,5C- Item Item Description Quantity $132 Quantity $525 Total A-6 3 Section K mount 1 $132.00 1 $305.00 ($173.00) A-7 3 Section K mount 1 $132.00 1 $305.00 ($173.00) A-8 3 Section K mount 1 $132.00 1 $305.00 ($173.00) A-10 3 Section K mount 2 $264.00 2 $610.00 ($346.00) A-11 3 Section K mount 1 $132.00 1 $305.00 ($173.00) A-12 3 Section K mount 2 $264.00 2 $610.00 ($346.00) A-14 3 Section &4 Section K mount 4 $528.00 4 $1,290.00 ($762.00) A-16 3 Section K mount 3 $396.00 3 $915.00 ($519.00) A-17 3 Section K mount 1 $132.00 1 $305.00 ($173.00) B-6 3 Section K mount 2 $264.00 2 $610.00 ($346.00) C-6 4 Section K mount 2 _ $264.00 2 $1,050.00 ($786.00) Total this Change Order ($3,970.00) The time provided for completion in the Contract is ® Unchanged ❑ Increased by Working Days ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ® No AG#13-172 Change Order No.2 continued 3 of 3 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT 796,945.00 PREVIOUS CHANGE ORDERS $ 0.00 THIS CHANGE ORDER $ - $3,970.00 NEW CONTRACT AMOUNT $ 792,975.00 CON. • OR'S SIGNATURE 1 MAR AN SALLOUM, P.E. SIGNATURE DATE DIRECTOR OF PUBLIC WORKS RETURN TO: _L. 7 "_� C LA'. EXT: —� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM wr%- - 1. ORIGINATING DEPT/Div: 2. ORIGINATING STAFF EXT: Z' 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT(AG #): "I Z OTHER - C.01,%V44k 5. PROJECT 6. NAME OF CO] ADDRESS: E- MAIL13!8 SIGNATURE N ❑ INTERLOCAL • , F r 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION 4( INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: Lass, a,r 9. TOTAL COMPENSATION: $�,9yS, (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES b(NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES fA NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW *.PROJECT MANAGER 4 DIVISION MANAGER weDEPUTY DIRECTOR .LI DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) X LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT • SIGNATORY (MAYOR OR DIRECTOR) • CITY CLERK ASSIGNED AG # ,poSIGNED COPY RETURNED RETURN ONE ORIGINAL ENTN IXQIAL / DATE SIGNED 7-i Tjt AG# DATE SENT: 2;-L4 INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: l 120 (1'{ 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #: 13 -172 1 Jan. 13, 2014 PROJECT NUMBER CHANGE ORDER EFFECTIVE DATE NUMBER Safety Improvement Projects Transportation Systems Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. '1 covers the work changes summarized below (Time Extension Only): 1. Completion Date Extension. Due to long lead time for materials delivery, the contractor was unable to obtain materials in a timely manner to start the project and has requested time extension in order to procure materials. Furthermore, the retro reflective tape cannot be installed within the specified period due to temperature requirement of 65 degree or higher per the manufacturer recommendation. The contractor has requested time extension in order to complete the project and as such the contract will be extended by 60 working days, however all work must be completed by March 14,2014 except the reflective tape installation which must be completed by June 1, 2014. The time provided for completion in the Contract is ❑ Unchanged Z Increased by Sixty (60) Working Days and must be completed by March 14, 2014 except for reflective tape which must be completed by June 1, 2014. ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? Yes ® No Change Order No. I continued 2 of 2 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE; ORIGINAL CONTRACT AMOUNT $ 796,945.00 PREVIOUS CHANGE ORDERS $ 0.00 THIS CHANGE ORDER $ 0.00 NEW CONTRACT AMOUNT $ 796,945.00 /X -- D zZ CONTRACTOR'S SIGNATURE CARY M. ROE P.E., SIGNATURE DA DIRECTOR OF PARKS PUBLIC WORKS AND EMERGENCY MANAGEMENT RETURN TO: EXT: • � e CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS % i w � ��► .�� /� 2. ORIGINATING STAFF PERSON: �iQ�q�.t� V�c/ EXT: 3. DATE REQ. BY: 1 a71'z, 4. TYPE OF DOCUMENT (CHECK ONE: • CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) • PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT • GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION • CONTRACT AMENDMENT (AG #)�:+ ❑ INTERLOCAL OTHER 5. PROJECT NAME: 6. NAME OF CONTRACTOR: 'TrOU,SDa f 4o�TT b ✓1 Sy SNf ," S Inc. ADDRESS: 3 a1 18 14 Z ^`I 4=�v'P- E TELEPHONE: E -MAIL: FAX: SIGNATURE NAME: dry SOCI i TITLE: We—'54chA't 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. H. TERM: COMMENCEMENT DATE: 3, !� 1 3 COMPLETION DATE: 00 w 1 5 61-.3 20 ► 9. TOTAL COMPENSATION: $ S1 O, `}h`} 1. 00 (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW PROJECT MANAGER ❑ DIVISION MANAGER )k DEPUTY DIRECTOR Ot DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) xLAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED INITIAL / DATE APPROVED a-L3-fr— COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS V LAW DEPT • SIGNATORY (MAYOR OR DIRECTOR • CITY CLERK • ASSIGNED AG # ❑ SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: INITI L / DATE S1 5M AG# _I, *) l -v DATE SENT: COUNCIL APPROVAL DATE: DATE REC'D: g .5 's t' Sovjr rs ortaa:w.k ORIGINAL CONTRACT #1 41k CITY OF Federal Way BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR Safety Improvement Projects Citywide Safety Improvement Project HSIP -000S (308) S 320th Street - SR 99 to I -5 Safety Improvement Project HSIP -1020 (011) SR 99 - S 320"' Street to 330"' Street Safety Improvement Project HSIP -0099 (123) RFB 13 -108 City of Federal Way Public Works Department 33325 Eighth Avenue South Federal Way, WA 98003 June 2013 Safety Improvement Projects Citywide Safety Improvement project - HSIP -000S (308) S 3201h Street — SR 99 to I -5 Safety Improvement Project - HSIP -1020 (011) SR 99 — S 3201" Street to S 330th Street Safety Improvement Project - HSIP -0099 (123) 1 RFB #13 -108 Addendum No.1 JULY 18, 2013 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: A. Appendix C — STATE AND FEDERAL PREVAILING WAGE RATES Replace the Federal Wage Determination for Highway Construction with the attached Modification 18 1 Federal Wage Determination for Highway Construction dated 07/12/2013. B. BID OPENING '. The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY Sarady Long Senior Transportation Planning 1 1 1 1 Page 11 General Decision Number: WA130001 07/12/2013 WA1 Superseded General Decision Number: WA20120001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date Modification Number Publication Date 0 01/04/2013 16 06/28/2013 1 01/11/2013 17 07/05/2013 2 01/18/2013 18 07/12/2013 3 02/01/2013 10.56 GROUP 4 02/08/2013 10.56 GROUP 5 02/15/2013 10.56 GROUP 6 02/22/2013 10.56 GROUP 7, 03/08/2013 10.56 GROUP 8 03/15/2013 10.56 GROUP 9 03/22/2013 10.56 GROUP 10 04/05/2013 10.56 11 04/12/2013 12 04/19/2013 13 05/10/2013 14 06/07/2013 15 06/21/2013 CARP0001 -008 09/01/2009 Rates Fringes Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1: ................... $ 27.73 10.56 GROUP 2:.... .............$ 29.73 10.56 GROUP 3: ................... $ 28.00 10.56 GROUP 4: ................... $ 27.73 10.56 GROUP 5: ................... $ 63.50 10.56 GROUP 6 ....................$ 30.75 10.56 GROUP 7 ....................$ 31.75 10.56 GROUP 8 ....................$ 28.00 10.56 GROUP 9 ....................$ 33.75 10.56 WA130001 Modification 18 Federal Wage Determinations for Highway Construction CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector ' GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated Page 2 material, on all piling ' GROUP 4: Bridge carpenters ' SPOKANE AREA: ASOTIN GROUP 6: Diver Tender, Manifold Operator, ROV Operator GARFIELD, LINCOLN, PEND Not Under Pressure OREILLE, SPOKANE, STEVENS GROUP 9: Manifold Operator -Mixed Gas AND WHITMAN COUNTIES ZONE 1 0 -40 MILES FREE ZONE 2 41 -65 MILES $2.25 /PER HOUR GROUP 1: ................... $ 26.06 10.56 GROUP 2: ................... $ 28.06 10.56 GROUP 3: ................... $ 26.32 10.56 GROUP 4: ................... $ 26.06 10.56 GROUP 5: ................... $ 60.14 10.56 GROUP 6:...... .... ..$ GROUP 7 ....................$ 29_07 30.07 10.56 10.56 GROUP 8 ....................$ 27.32 10.56 GROUP 9 ............. .....$ 33.07 10.56 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector ' GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling ' GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Iniver StAndby, Bell /Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender /Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0 -40 MILES FREE ZONE 2 41 -65 MILES $2.25 /PER HOUR ZONE 3 66 -100 MILES $3.25 /PER HOUR ZONE 4 OVER 100 MILES $4.75 /PER HOUR DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). WA130001 Modification 18 Federal Wage Determinations for Highway Construction 1 II I 1J L 1 DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50 -100 feet $2.00 per foot 101 -150 feet $3.00 per foot 151 -220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0 -25 feet Free 26 -300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a'self- contained breathing apparatus or a supplied air line. WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page ( 3 Page 14 _._...___......_...._..._ . _ .............. CARP0003 -006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS ..................$ 32.04 14.18 DIVERS TENDERS ..............$ 36.34 14.18 DIVERS ......................$ 77.08 14.18 DRYWALL .....................$ 27.56 14.18 MILLWRIGHTS .................$ 32.19 14.18 PILEDRIVERS .................$ 33.04 14.18 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 15 CARP0770 -003 07/01/2012 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen - Hoquiam Ellensburg Centralia Chelan Zone Pay: Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend 0 -25 Rates Fringes Carpenters: 26 -35 radius CENTRAL WASHINGTON: $1.00 /hour 36 -45 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN),KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES radius CARPENTERS ON CREOSOTE $1.35 /hour Over MATERIAL ...................$ 25.93 12.60 CARPENTERS .................$ 25.83 12.60 DIVERS TENDER ..............$ 39.15 12.60 DIVERS .....................$ 87.20 12.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 37.07 12.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 36.22 12.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen - Hoquiam Ellensburg Centralia Chelan Zone Pay: Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour WA130001 Modification 18 Federal Wage Determinations for Highway Construction CARP0770 -006 07/07/2012 Rates Fringes Page 16 Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS .......... $ 35.39 13.60 CARPENTERS ON CREOSOTE 26 -35 radius MATERIAL ...................$ 35.49 13.60 CARPENTERS .................$ 35.39 13.60 DIVERS TENDER ..............$ 39.15 13.60 DIVERS .....................$ 87.20 13.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 36.39 13.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 35.59 13.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen - Hoquiam Ellensburg Centralia Chelan Zone Pay: Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour WA130001 Modification 18 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ELEC0046 -001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ............... ...$ 46.87 3W +15.96 ELECTRICIAN ......................$ 42.61 3!k+15.96 ---------------------------------------------------------------- ELEC0048 -003 01/01/2013 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 41.85 18.44 ELECTRICIAN ......................$ 38.05 18.44 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31 -50 miles $1.50 /hour Zone 2: 51 -70 miles $3.50 /hour Zone 3: 71 -90 miles $5.50 /hour Zone 4: Beyond 90 miles $9.00 /hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048 -029 01/01/2013 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 41.85 16.39 ELECTRICIAN ......................$ 38.05 16.39 ---------------------------------------------------------------- ELEC0073 -001 07/01/2012 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 31.70 15.39 ELECTRICIAN ......................$ 28.82 15.39 WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 7 Page 18 ---------------------------------------------------------------- ELEC0076 -002 09/01/2012 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 37.54 21.62 ELECTRICIAN ......................$ 34.13 21.62 * ELECO112 -005 07/01/2013 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIM[A COUNTIES WA130001 Modification 18 Federal Wage Determinations for Highway Construction Rates Fringes CABLE SPLICER ....................$ 38.90 17.35 ELECTRICIAN ......................$ 37.05 17.29 ---------------------------------------------------------------- ELEC0191 -003 06/01/2012 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 42.85 15.85 ELECTRICIAN ......................$ 39.28 15.85 ---------------------------------------------------------------- ELEC0191 -004 07/01/2012 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 39.28 15.85 ELECTRICIAN ......................$ ---------------------------------------------------------- 35.71 15.85 - - - - -- WA130001 Modification 18 Federal Wage Determinations for Highway Construction 1 ri u 1 ENGI0302 -003 06/01/2012 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0 -25 radius miles): Rates Power equipment operators: Group 1A ...................$ 36.54 Group 1AA ..................$ 37.11 Group 1AAA .................$ 37.67 Group 1 .....................$ 35.99 Group 2 .....................$ 35.50 Group 3 .....................$ 35.08 Group 4 .....................$ 32.72 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 Fringes 15.90 15.90 15.90 15.90 15.90 15.90 15.90 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page X10 ._......____.... _._......................._. GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor - Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with ' attachments; Crane- overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant , feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto- mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, , Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine- shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer , GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill ' locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrpers - concrete and carry -all; Service engineer - equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; ' Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other , than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator t WA130001 Modification 18 Federal Wage Determinations for Highway Construction Category B Projects: 95W of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. ' 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working ' inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $ .70 ' Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, ' Wenatchee, Yakima t WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 11 Page X12 POWER EQUIPMENT OPERATORS CLASSIFICATIONS i GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to ,300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane- overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders- overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments , GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane- overhead, ' bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Tranaportera, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- , Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane- overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power), Drilling machine; Excavator, shovel, backhoe 3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill ' operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane ' mount); Roto - mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer WA130001 Modification 18 Federal Wage Determinations for Highway Construction GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and ' over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader- elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws- concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under ' GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps,,water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator ' HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH Base wage GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A when on a hazardous waste PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED ' RATES MAY BE PAID ON THE FOLLOWING: protective clothing. 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 Class "C" million excluding mechanical, electrical, and utility portions plus of the - ,contract. per hour. 2. Projects of less than $1 million where no building is Class "B" involved. Surfacing and paving including, but plus utilities excluded. per hour. 3. Marine projects (docks, wharfs, ect.) less than $150,000. ' HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. I---------------------------------------------------------------- I WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 113 H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H -2 Class "C" Suit Base wage rate plus $.25 per hour. H -3 Class "B" Suit - Base wage rate plus $.50 per hour. H -4 Class "A" Suit - Base wage rate plus $.75 per hour. I---------------------------------------------------------------- I WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 113 Page 14 _ ........._._ _.......__.......:..._._..__... ENGI0370 -002 06/01/2012 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1A ...................$ 25.21 12.60 GROUP 1 .....................$ 25.21, 12.60 GROUP 2 .....................$ 25.53 12.60 GROUP 3 .....................$ 26.14 12.60 GROUP 4 .....................$ 26.30 12.60 GROUP 5 .............. .....$ 26.46 12.60 GROUP 6 .....................$ 26.74 12.60 GROUP 7 .....................$ 27.01 12.60 GROUP 8 .....................$ 28.11 12.60 ZONL. DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro- seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler- Driver (CLD required) & Cable Tender, Mucking Machine WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 115 GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman ' or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable- concrete); Pavement Breaker, Hydra - Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self - propelled); ' Railroad Power Tamper Operator (self - propelled); Railroad Tamper Jack Operator (self - propelled; Spray Curing Machine (concrete); Spreader Box (self - propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); ' Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or ' similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer /Tractor (up to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze - Crete, flow - crete, pump - crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); ' Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening), vacuum Drill (reverse circulation drill under 8 inch bit) r WA130001 Modification 18 Federal Wage Determinations for Highway Construction yards and over); Helicopter Pilot I WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page X16 GROUP 5: Backhoe (under 45,000 5w ); Backhoe & Hoe Ram (under 3/4 yd.) ; Carrydeck &,Boom. Truck (under 25 tons) ; Cranes (25 tons & under), all attachments including_ clamshell, ' dragline; Derricks & Stiff legs (under 65 tons) ; Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self- propelled) ; Refrigeration Plant Engineer (1000 tons & over); Signalman ( Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches , & Trimmers) (Autograde., ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45,000 gw and over to 110,000 gw) ; Backhoes & Hoe Ram (3/4 yd. to 3 yd.) ; Batch Plant (over 4 units); , Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments) ; Cable Controller (dispatcher); Compactor (self - propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill ' Doctor; Loader Operator (front -end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete) ; Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto , Mill (pavement grinder) ; Scrapers, all, rubber- tired; Screed Operator; Shovel (under 3 yds.) ; Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator ( REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) , GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt , (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more , scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar).; Ultra High ' Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front -end, 10 yards and over); Helicopter Pilot I WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page X17 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ----------------------- ENGI0612 -006 07/01/2012 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90%- OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0 -25 radius miles): Rates Fringes Power equipment operators: GROUP 1A ...................$ 36.54 15.90 GROUP 1AA ..................$ 37.11 15.90 GROUP 1AAA .................$ 37.67 15.90 GROUP 1 .....................$35.99 15.90 GROUP 2 .....................$ 35.50 15.90 GROUP 3 .....................$ 35.08 15.90 GROUP 4 .....................$ 32.72 15.90 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom WA130001 Modification 18 Federal Wage Determinations for Highway Construction GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane- overhead, bridge type, 45 tons thru 99 tons; Derricks on building Page 118 . ..._._..._______.........__.... __ . , 45 yards and over; Loader- overhead, 6 yards to, but not ' ROUP lA - Cranes 100 tons thru G , 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height , base to boom; Loaders - overhead, 8 yards and over; Shovels, 44 tons; Chipper; Concrete pump -truck mount with boom excavator, backhoes -6 yards and over with attachments attachment; Crusher; Deck engineer /deck winches (power); GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane- overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment , 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9 HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self- propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type ' GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - Overhead, bridge type, 20 tons through ' 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer /deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating ' off -road equipment - under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler /driver -100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill , locator; Outside Hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loaders - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; , Pump- Concrete; Roller, plant mix or multi -lfit materials; Saws- concrete; Scrapers, concrete and carry all; Service engineers - equipment; Trenching machines; Truck crane , oiler /driver under 100 tons; Tractors, backhoe under 75 hp WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page j19 ' GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger - mechanical; Power plant; Pumps- water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator ' FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for ' compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. ' H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 'Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4-Class "A" Suit - Base wage rate plus $ .75 per hour. ------------------------ ENGI0701 -002 01/01/2013 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes ' Power equipment operators: (See Footnote A) ' GROUP 1 .....................$ GROUP 1A.. .$ 37.63 39.51 13.55 13.55 GROUP 1B ....................$ 41.39 13.55 GROUP 2 .....................$ 35..97 13.55 GROUP 3 ..$ 34.96 13.55 GROUP 4. ................... .$ 34.00 13.55 GROUP 5 .....................$ 32.88 13.55 GROUP 6 .....................$ Zone Differential (add to Zone 1 29.84 rates): 13.55 Zone 2 - $3.00 Zone 3 - $6.00 WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 120 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West. of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County'in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. WA130001 Modification 18 Federal Wage Determinations for Highway Construction 1 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over ' 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton 1 1 t t t J Ll GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP iB: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER /WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth - moving equipment; RUBBER -TIRED SCRAPERS: Rubber - tired scraper operator, with tandem scrapers, multi- engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page X21 r Page X22 ' • BULLDOZERS: Bulldozer operator, over 70 000 lbs. u GROUP 3. p P to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing ' or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES- EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER - TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self- loading, paddle wheel, auger type, finish and /or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: , Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. r GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, ' multi- engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat operator; Side -boom Operator; Cable -Plow Operator (any , type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machin (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type), COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor Operator, multi- engine; Compactor Operator, robotic; r CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and , similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; ' Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel- Electric Engineer; Grizzley Operator; Drill Doctor; ' Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; , FLOATING EQUIPMENT: Diesel - electric Engineer; Jack operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); , Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface WA130001 Modification 18 Federal Wage Determinations for Highway Construction t 1 t I 1 t 1 u Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator,single engine, single scraper; Self- loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor operator, rubber- tired, over 5o hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 123 Page 124 , GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type);:Roto -Mill, pavement ' profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any ' type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller- Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; ' Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge ' deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine operator; Concrete Planer Operator; Tower Mobile Operator; , Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift,.over 10 ton and /or ' robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less , than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); , PIPELINE -SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator , Operator; Ballast Tamper Multi- Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self- propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; �. SWEEPERS: Sweeper operator (Wayne type) self - propelled construction job site; TRACTOR- RUBBER TIRED: Tractor operator, rubber- tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey WA130001 Modification 18 Federal Wage Determinations for Highway Construction u 1 t L t I � I t 1 �I 1 1 LA GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type) ; Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self- propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler- Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operartor, mechanical, self - propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 125 Page 126 * IRON0014 -005 07/01/2013 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.60 21.35 ---------------------------------------------------------------- * IRON0029 -002 07/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 34.12 21.35 ---------------------------------------------------------------- * IRON0086 -002 07/01/2013 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.60 21.35 ---------------------------------------------------------------- * IRON0086 -004 07/01/2013 Cr.ALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER .......................$ 38.14 21.35 ---------------------------------------------------------- - - - - -- WA130001 Modification 18 Federal Wage Determinations for Highway Construction LAB00001 -002 06/01/2013 ZONE 1: Rates Fringes Laborers: Page 127 CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,SKAGIT, SNOHOMISH,THURSTON AND WHATCOM COUNTIES GROUP 1 ....................$ 22.19 9.85 GROUP 2 ....................$ 25.41 9.85 GROUP 3 ....................$ 31.76 9.85 GROUP 4 ....................$ 32.53 9.85 GROUP 5 ....................$ 33.06 9.85 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1.......... ........$ 18.73 9.85 GROUP 2 ....................$ 21.47 9.85 GROUP 3........ ... .$ 23.51 9.85 GROUP 4 ....................$ 24.08 9.85 GROUP 5 ....................$ 24.49 9.85. BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 WA130001 Modification 18 Federal Wage Determinations for Highway Construction GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); ' Page 128 Concrete Saw Operator; Drill Operator (hydraulic, diamond, , LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window , Washer /Cleaner (detail clean -up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating ' Screed; Asbestos Abatement Laborer; Ballast Regulator ' Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; , Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean -up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; ' Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and ' air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper- Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); ' Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension , beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder - Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water ' blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller- Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer WA130001 Modification 18 Federal Wage Determinations for Highway Construction ' Page X29 GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re- Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line). ---------------------------------------------------------------- LAB00238 -004 06/01/2013 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER ( PASCO) GROUP 1 .....................$ 22.00 10.65 GROUP 2 ................ ...$ 24.10 10.65 GROUP 3 .....................$ 24.37 10.65 GROUP 4 .....................$24.64 10.65 GROUP 5 .....................$ 24.92 10.65 LABORER (SPOKANE) GROUP 1 .....................$ 21.70 10.65 GROUP 2... ................$ 23.80 10.65 GROUP 3 .....................$ 24.07 10.65 GROUP 4 .....................$ 24.34 10.65 GROUP 5 .....................$ 24.62 10.65 Zone Differential (Add to Zone 1 rate): $2.00 BASE 'POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 30 LABORERS CLASSIFICATIONS ' GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean -up Laborer; ' Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, ' handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean -up, burning, loading, wrecking and salvage of all material); ' Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete ' crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, , cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non - mechanical; Driller Tender (when required to move and position machine); Form Setter, ' Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); ' Nozzleman (to include squeeze and flo -crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, , multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) I WA130001 Modification 18 Federal Wage Determinations for Highway Construction t t LI 1 GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line); Miner Class "D ", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman ---------------------------------------------------------------- LAB00238 -006 06/01/2013 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier ......................$ 24.10 10.65 * LAB00335 -001 06/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Laborers: ZONE 1: GROUP 1 ....................$ 28.65 GROUP 2 ....................$ 29.25 GROUP 3 ....................$ 29.69 GROUP 4 ....................$ 30.07 GROUP 5 ....................$ 26.15 GROUP 6 ....................$ 23.73 GROUP 7 ....................$ 20.53 WA130001 Modification 18 ' Federal Wage Determinations for Highway Construction Fringes 10.05 10.05 10.05 10.05 10.05 10.05 10.05 Page 131 Page X32 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch ZONE 2: More than 30 miles but less than 40 miles from the Shack Man; Choker Setter; Clean -up Laborers; Curing, .respective city hall. Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, ZONE 3: More than 40 miles but less than 50 miles from the Hazardous Waste Worker; Leverman or Aggregate Spreader respective city hall. (Flaherty and similar types); Loading Spotters; Material ' Yard Man (including electrical); Pittsburgh Chipper , ZONE 4: More than 50 miles but less than 80 miles from the Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; respective city hall. Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS ' GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, ' Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, , Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material ' Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman -Green Cutter (concrete, ' rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel - Muckers, Brakemen, Concrete Crew, Bullgang (underground) WA130001 Modification 18 Federal Wage Determinations for Highway Construction 1 1 1 1i L� J i GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber- mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) - applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman - Tunnel; Shield Operator - Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers ---------------------------------------------------------------- LAB00335 -019 06/01/2012 Rates Fringes Hod Carrier ......................$ 30.30 9.70 ---------------------------------------------------------------- PAIN0005 -002 07/01/2013 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 28.00 14.33 ---------------------------------------------------------------- PAIN0005 -004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ 20.82 7.44 ---------------------------------------------------------- - - - - -- WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 133 Page X34 PAIN0005 -006 04/15/2013 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting ............ $ 26.44 10.23 Over 30' /Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam - cleaning and Spray .... $ 21.23 10.23 Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055 -002 Rates Fringes Painters: Brush & Roller ..............$ 21.01 8.83 High work - All work 60 ft. or higher ...............$ 21.61 8.83 Spray and Sandblasting ...... $ 21.76 8.83 ---------------------------------------------------------------- PAIN0055 -007 Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPEK .....................$ ---------------------------------------------------------- 33.19 9.05 - - - - -- WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 135 PLAS0072 -004 06/01/2013 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON /CONCRETE FINISHER ZONE 1 ......................$ 26.01 12.14 Zone Differential (Add to Zone 1 rate): Zone 2 $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528 -001 06/01/2013 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes Cement Masons: CEMENT MASON ................$ 36.63 14.55 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ....... $ 37.13 14.55 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 37.13 14.55 ---------------------------------------------------------------- PLAS0555 -002 06/01/2012 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD..$ 30.58 17.76 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD ............ $ 30.58 17.76 CEMENT MASONS ...............$ 29.98 17.76 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS ... $ 31.18 17.76 WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 136 Zone Differential (Add To Zone 1 Rates): Zone 2 - $.0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037 -002 06/01/2012 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Truck drivers: ZONE 1 GROUP 1 ....................$ 26.90 GROUP 2 ....................$ 27.02 GROUP 3 ....................$ 27.15 GROUP 4 ....................$ 27.41 GROUP 5 ....................$ 27.63 GROUP 6 ....................$ 27.79 GROUP 7 ....................$ 27.99 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Fringes 13.25 13.25 13.25 13.25 13.25 13.25 13.25 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. WA130001 Modification 18 Federal Wage Determinations for Highway Construction ' Page 137 ' TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w /load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch ' Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to ' 3,000 gallons; Transit Mix.and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck /Hydra -lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck /Wagons (rated capacity) over ' 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, ' side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self- Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic - Welder -Body Repairman; Utility and Clean -up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons 1 1 1 GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi -Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix, and Wet or Dry Mix Trucks, over it cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of. combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 138 GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu.. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- TEAM0174 -001 06/29/2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES ZONE B (25 -45 miles from center of listed cities *): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities *): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA Rates Fringes Truck drivers: SHELTON ANACORTES ZONE A: SEATTLE PORT ANGELES MT. VERNON GROUP 1:..... ............$ 31.68 16.23 GROUP 2: ................... $ 30.84 16.23 GROUP 3: ................... $ 28.03 16.23 GROUP 4: ................... $ 23.06 16.23 GROUP 5: ................... $ 31.23 16.23 ZONE B (25 -45 miles from center of listed cities *): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities *): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN. BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or " Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck- 3,000, gallons and over capacity WA130001 Modification 18 Federal Wage Determinations for Highway Construction L 1 1 1 I I 1 1 1 1 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four - wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and /or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno -Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber - tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self- contained breathing apparatus or a supplied air line. WA130001 Modification 18 Federal Wage Determinations for Highway Construction Page 139 Page 140 TEAM0690 -004 06/01/2012 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: GROUP 1 ....................$ 20.17 GROUP 2............ ......$ 22.44 GROUP 3 ....................$ 22.94 GROUP 4 ....................$ 23.27 GROUP 5 ....................$ 23.38 GROUP 6 ....................$ 23.55 GROUP 7 ....................$ 24.08 GROUP 8 ....................$ 24.44 Fringes 13.94 13.94 13.94 13.94 13.94 13.94 13.94 13.94 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees ok Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber- tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001- 16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar);•Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0 -8,000 gallons) WA130001 Modification 18 Federal Wage Determinations for Highway Construction P, 1 I �'I r C r I I 1 r 1 1 GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck - Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & ' Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power ' tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) ' GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 ' yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); ' GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials ' Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction ' with a chemical spash suit or fully encapsulated suit with a self - contained breathing apparatus. ' Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. WA130001 Modification 18 ' Federal Wage Determinations for Highway Construction Page 141 Page 142 NOTE: Trucks Pulling Equipment Trailers: shall receive $.15 /hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non - union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198 -005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate /collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. WA130001 Modification 18 Federal Wage Determinations for Highway Construction Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004 -007 ' 5/13/2010. SU indicates'the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates ' the classifications and rates under that identifier were issued as a General Wage Determination on that date. ' Survey wage rates will remain in effect and will not change until a new survey is conducted. 1 WAGE DETERMINATION APPEALS PROCESS ' 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination * a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on ' a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests ' for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial ' contact is not satisfactory, then the process described in 2.) and 3.) should be followed. ' With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: ' Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor ' 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an ' interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: ' Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. ' Washington, DC 20210 WA130001 Modification 18 ' Federal Wage Determinations for Highway Construction Page 143 Page 144 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION WA130001 Modification 18 Federal Wage Determinations for Highway Construction 4� N2c BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR Safety Improvement Projects Citywide Safety Improvement Project HSIP -000S (308) S 320th Street — SR 99 to I -5 Safety Improvement Project HSIP -1020 (011) SR 99 — S 320th Street to 330th Street Safety Improvement Project HSIP -0099 (123) RFS #13-108 Bids Accepted Until 10:00 a.m., July 24, 2013 Bids Opened 10:10 a.m., July 24, 2013 FTIAS City of Federal Way City Council Chambers 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: KPG 753 9th Avenue North Seattle, WA 98109 �.v' -t. z -s�}�� *e I"s,• t�+t4°, . `.�'Se -s^ 3e., sue. r ' City of Federal Way Safety Improvement Projects I I Page 2 RFB #13 -108 June 2013 � I � I � I TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ........................................ ............................... 4 BIDDER'S CHECKLIST .................................................................. ............................... 7 SECTION 1: INSTRUCTIONS TO BIDDERS ................................... ............................... 9 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS ............................16 INO BID RESPONSE FORM (Attachment A) .................................... .............................22 � I EN n 1 BIDFORM (Attachment B) ........................................................ ............................... 23 BID SCHEDULE (Attachment C) ................................................. .a............................@ 25 BID SIGNATURE PAGE (Attachment D) ..................................... ............................... 29 BID BOND FORM (Attachment E) ........................... .. .............. . ...... a ............ son ........... 30 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment F) ....................... 31 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment G) ..... ............................... 33 PUBLIC WORKS CONTRACT (Attachment H) ............................. ............................... 34 (with Exhibits A -F and Appendices as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C' Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit D Certificate(s) of Insurance Exhibit E Performance /Payment Bond Exhibit F Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS ... ..........................GREEN PAGES SPECIAL PROVISIONS ..................... ............................... ...........................BLUE PAGES FHWA 1273 (Appendix A) ............................................ ............................... TAN PAGES STANDARD PLANS AND DETAILS (Appendix B) ............. .........................WHITE PAGES STATE AND FEDERAL PREVAILING WAGES (Appendix C) .........................PINK PAGES GEOTECHNICAL BORING LOGS (Appendix D) ...... ............................... YELLOW PAGES City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 3 CITY OF FEDERAL WAY REQUEST FOR BIDS Safety Improvement Projects RFB # 13-108, SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through July 24, 2013, until 10:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Wednesday July 24, 2013, at City Council Chambers, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: This project shall consist of: Improvements for Citywide Safety Improvement Project include installing several flashing yellow arrow signal heads, and reflective yellow backplates, including all corresponding signal equipment upgrades at multiple intersection locations. Improvements for S 320th Street — SR 99 to I -5 Safety Improvement Project includes three (3) installations of advance overhead signage, flashing yellow arrow signal heads, pedestrian pushbuttons, poles and foundations and reflective yellow backplates, including all corresponding signal equipment upgrades at multiple intersections. Improvements for SR 99 - S 320th Street to S 330th Street Safety Improvement Project include installation of advanced overhead signage, flashing yellow arrow signal heads, optically programmed signal head, and reflective yellow backplates, including all corresponding signal equipment upgrades at multiple intersection locations. The Contractor shall complete all work within 90 working days. The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835 -2526. Any questions concerning the description of the work contained in the contract documents must be directed to Sarady Long, Senior Transportation Planning Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Sarady Long, Senior Transportation Planning Engineer prior to bid opening date. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 4 PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half -size plans) in person, or by mailing a Twenty -Five and no /100 Dollars ($25.00) (non - refundable) check or cashiers' check payable to the City of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003 -6325, phone (253) 835- 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #13 -108 Safety Improvement Projects. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 14625 SE 82nd Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 Isqft Planroom, 2606 2nd Ave #244, Seattle, WA 98121 oregon- washington@isgft.com The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d -4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women -owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. RESERVATION OF RIGHTS: The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the 27th day of June, 2013. ' City of Federal Way Safety Improvement Projects I Page 5 RFB #13 -108 June 2013 Dates of Publication: City of Federal Way Safety Improvement Projects Daily Journal of Commerce: Federal Way Mirror: Page 6 June 29, 2013 July 6, 2013 June 28, 2013 July 5, 2013 RFB #13 -108 June 2013 BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. ❑ Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5 %) of the total bid amount and shall be shown in both words and figures. ❑ Combined Affidavit and Certification Form (Attachment F) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Compliance Statement (Attachment G) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. ❑ Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. ' City of Federal Way Safety Improvement Projects Page 7 RFB #13 -108 June 2013 SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment I) The successful bidder will fully execute and deliver to the City the Safety Improvement Projects Public Works Contract ("Contract') from these Bid Documents. ❑ Notice to Labor Unions or Other EmRio_yment Organizations Nondiscrimination in Employment (Exhibit C) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit D) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ —Payment Bond (Exhibit E) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. ❑ Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. ' City of Federal Way Safety Improvement Projects I Page 8 RFB #13 -108 June 2013 1 SECTION 1: INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids ' Sealed bids must be submitted by 10:00 a.m. local time on July 24, 2013, to the Purchasing Office of the City of Federal Way (the "City'), located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, ' Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on July 24, 2013, at 10:10 a.m. local time. � I I� �7 I� 7 U_ L The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1 -2 Bid Form Bids shall be made on the "Bid Form ", Attachment "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. City of Federal Way Safety Improvement Projects I Page 9 RFB #13 -108 June 2013 ' 1 -5 Modification of Bid A modification of a bid already received will be considered only if the modification is ' received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. 1 -6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1 -7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended amount and /or total price will be corrected accordingly. However, downward correction of a bid, which would displace ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 10 FL the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1 -10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. 1 -11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and /or responsibility necessary to perform the work after considering the elements in Section 1 -14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and /or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1 -12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1 -13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non - Collusion (Attachment G) with their bids. 1 -14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and ' provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by tCity of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 11 the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder:- 1. Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; C. If applicable: L Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a "similar size and scope." C. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. d. Not be disqualified for bidding on any public works contract under RCW 36.06.010 or 36.12065(13). 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the City of Federal Way Safety Improvement Projects Page 12 RFB #13 -108 June 2013 projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close -out. C. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1 -16- Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. B. Attachment B— Bid Form. City of Federal Way Safety Improvement Projects Page 13 RFB #13 -108 June 2013 C. Attachment C— Bid Schedule. D. Attachment D — Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Combined Affidavit and Certification Form. G. Attachment G— Contractor's Compliance Statement. 1 -17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and /or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1 -18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5 %) of the Total Bid Price as indicated on Attachment B, "Bid Form ", or a bid bond in the form of Attachment E. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, "Bid Bond ". City of Federal Way Safety Improvement Projects Page 14 RFB #13 -108 June 2013 The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance /payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1 -19 Performance/ Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance /Payment Bond (Exhibit E) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100 %) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit E) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "'Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at ' any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The ' Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. ' 1 -20 Bid Dispute ' A. Any actual or prospective bidder, including sub - contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the ' procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall ' be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; ' provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. ' B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The ' written protest shall be addressed to: City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 15 1 City of Federal Way ' Federal Way, Washington 98003 -6325 Attention: Bid Protest -- Safety Improvement Projects RFB # 13 -108 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2 -1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. ' The Contractor's performance under this contract will be monitored and reviewed by Sarady Long, Senior Transportation Planning Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed ' to Sarady Long, Senior Transportation Planning Engineer, for response. 2 -2 Proof of Compliance with Contract ' In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the ' Contractor's compliance with such requirements. 1 2 -3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, City of Federal Way Safety Improvement Projects IPage 16 RFB #13 -108 June 2013 Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Safety Improvement Projects Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance /Payment Bond attached hereto as Exhibit E, Title VI Assurances attached as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, Addenda and Change Orders, and the Safety Improvement Projects Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and Geotechnical Boring Logs attached as Appendix D and all other appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2 -4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2 -5 Change Orders ' The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the ' City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall immediately give a singed written notice of protest to the Project Engineer of the Project Engineer's field inspectors before doing the work. The contractor shall supplement the ' written protest within 15 calendar days with a written statement that provides the following: a. The date of the protested order; ' b. The nature and circumstances that caused the protest; c. The contract provisions that support the protest; d. The estimated dollar cost, if any, of the protested work and how that ' estimate was determined; e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 17 1 The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and cost have merit. ' If the protest is continuing, the information required above shall be supplemented as requested by the Project Engineer. In addition, the Contractor shall provide the Project Engineer before final payment, a written statement of the actual adjustment requested. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after the Final Contract Voucher Certification has been submitted. 2 -6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 2 -7 Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. 2 -8 Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 2 -9 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -10 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in. the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. City of Federal Way Safety Improvement Projects IPage 18 RFB #13 -108 June 2013 n � I � I i� 1 fl 0 1 2 -11 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2 -12 Hazardous Chemical Communication In order to comply with WAC 296 -62 -054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2 -13 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2 -14 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2 -15 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific ' City of Federal Way Safety Improvement Projects IPage 19 RFB #13 -108 June 2013 case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, ' computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'J, shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. ' All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by ' the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. ' The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. n 2 -16 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from ' furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall ' promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2 -17 Disputes, Claims and Appeals 0 0 If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specifications 1 -04.5. If the negotiations using the procedures outlined in Section 1 -04.35 fails to provide satisfactory resolution, the Contractor shall pursue the formal method outlined in standard Specification 1- 09.11(2) for submitting a claim. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Project Engineer and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. The City of Federal Way Safety Improvement Projects IPage 20 RFB #13 -108 June 2013 1I � I � I � I 7 0 contract shall be interpreted and construed in the accordance with the laws of the state of Washington Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Project Engineer. Failure to comply precisely with the time deadlines specified as to any claim, shall operate as a release of that claim and presumption of prejudice to the City. 2 -18 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi - component or multi - material products shall verify the percentage and type of post- consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way Safety Improvement Projects IPage 21 RFB #13 -108 June 2013 AttachmentA ' NO BID RESPONSE FORM When submitting a "No Bid ", mail this completed form to Federal Wax Purchasing, 33325 e Avenue South, Federal Way, Washington 98003 -6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be ' received by the date and time specified for the bid opening as indicated in Section 1 -1. Failure to return this form if not submitting _a formal bid, may result in your firm being removed from the City's master bidder's mailing list. ' Bid Number: RFB No. 13 -108 Bid Title: Safety Improvement Projects ❑ Cannot comply with specifications. ' ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Phone: Signature Name (Type or Print) City of Federal Way Safety Improvement Projects Date Title Page 22 RFB #13 -108 June 2013 ' The bidder shall provide a copy of Contractor's current registration. with the State of Washington. [. Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise ' tax registration number. J ' City of Federal Way Safety Improvement Projects I Page 7 RFB #13 -108 June 2013 1 ' ' BIDDER'S CHECKLIST��6f �/��'�_�� 'l vs �w5J Arc, The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not ' so complying. [ Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. [� Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. 1 [� Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. [� Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5 %) of the total bid amount and shall be shown in both words and figures. Combined Affidavit and Certification Form (Attachment F) This form must be subscribed to and sworn before a Notary Public and notarized. Contractor's ComQliance Statement (Attachment G) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ' Contractor's Certificate of Registration ' The bidder shall provide a copy of Contractor's current registration. with the State of Washington. [. Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise ' tax registration number. J ' City of Federal Way Safety Improvement Projects I Page 7 RFB #13 -108 June 2013 SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ' ❑ Public Works Contract (Attachment I) �I I I I I The successful bidder will fully execute and deliver to the City the Safety Improvement Projects Public Works Contract ("Contract) from these Bid Documents. El Notice to Labor Unions or Other Em IIgyment Organizations Nondiscrimination in Employment (Exhibit C) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit D) I'l o I I The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit E) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. Business License The successful bidder will provide a copy of a current Business Ucense with the City of Federal Way. ' City of Federal Way Safety Improvement Projects Page 8 RFB #13 -108 June 2013 I I I I The successful bidder will fully execute and deliver to the City the Safety Improvement Projects Public Works Contract ("Contract) from these Bid Documents. El Notice to Labor Unions or Other Em IIgyment Organizations Nondiscrimination in Employment (Exhibit C) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit D) I'l o I I The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit E) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. Business License The successful bidder will provide a copy of a current Business Ucense with the City of Federal Way. ' City of Federal Way Safety Improvement Projects Page 8 RFB #13 -108 June 2013 1 SECTION 1• INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids ' Sealed bids must be submitted by 10:00 a.m. local time on July 24, 2013, to the Purchasing Office of the City of Federal Way (the `City'), located on the second floor of City Hail, or received by US Mail at City of Federal Way, Purchasing, Office, 33325 Eighth Avenue S, ' Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on July 24, 2013, at 10:10 a.m. local time. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late ' bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date ' and time indicated above. ' 1 -2 Bid Form Bids shall be made on the "Bid Form ", Attachment "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature ' All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. iThe City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. City of Federal Way RFB #13 -108 Safety Improvement Projects hate 2013 ' Page 9 I1 1 -5 Modification of Bid 1 " 1 1 A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, ' but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government ' taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended amount and /or total price will be corrected accordingly. However, downward correction of a bid, which would displace ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 10 the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1 -10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. 1 -11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and /or responsibility necessary to perform the work after considering the elements. in Section 1 -14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and /or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1 -12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1 -13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non - Collusion (Attachment G) with their bids. 1 -14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 11 1 the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: 1. Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; C. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a "similar size and scope." C. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. d. Not be disqualified for bidding on any public works contract under RCW 36.06.010 or 36.12065(13). 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The Gty reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the City of Federal Way Safety Improvement Projects 1 I Page 12 RFB #13 -108 June 2013 C 1 projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close -out. C. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days' after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1 -16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA— No Bid Response Form, if applicable. B. Attachment B— Bid Form. City of Federal Way Safety Improvement Projects . Page 13 RFB #13 -108 June 2013 C. Attachment C— Bid Schedule. D. Attachment D — Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Combined Affidavit and Certification Form. G. Attachment G— Contractor's Compliance Statement. 1 -17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and /or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1 -18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5 %) of the Total Bid Price as indicated on Attachment B, "Bid Form ", or a bid bond in the form of Attachment E. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, "Bid Bond ". City of Federal Way Safety Improvement Projects Page 14 RFB #13 -108 June 2013 The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance /payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1 -19 Performance/ Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance /Payment Bond (Exhibit E) attached to the Public Works Contract and deliver it ' to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100 %) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work ' and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit E) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at ' any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The ' Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. ' 1 -20 Bid Dispute A. Any actual or prospective bidder, including sub- contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the ' contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: =' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 15 .1 City of Federal Way ' Federal Way, Washington 98003 -6325 Attention: Bid Protest -- Safetv_Imurovement Projects RFB # 13 -108 ' C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit ' their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the ' Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. 1 D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2 -1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Sarady Long, Senior Transportation Planning Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Sarady Long, Senior Transportation Planning Engineer, for response. 2 -2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. 2 -3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, City of Federal Way Safety Improvement Projects Page 16 RFB #13 -108 June 2013 I'll I . .1 Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Safety Improvement Projects Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance /Payment Bond attached hereto as Exhibit E, Title VI Assurances attached as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, Addenda and Change Orders, and the Safety Improvement Projects Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and Geotechnical Boring Logs attached as Appendix D and all other appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'J. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. ' 2 -4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. ' 2 -5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment -, If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall immediately give a singed written notice of protest to the Project Engineer of the Project Engineer's field inspectors before doing the work. The contractor shall supplement the written protest within 15 calendar days with a written statement that provides the following: a. The date of the protested order; b. The nature and circumstances that caused the protest; c. The contract provisions that support the protest; d. The estimated dollar cost, if any, of the protested work and how that ' estimate was determined; e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 17 The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and cost have merit. If the protest is continuing, the information required above shall be supplemented as requested by the Project Engineer. In addition, the Contractor shall provide the Project Engineer before final payment, a written statement of the actual adjustment requested. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after the Final Contract Voucher Certification has been submitted. 2 -6 Work and Materials Omitted ' The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be -deducted from the contract price and the delivery schedule will be reviewed if appropriate. ' The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 2 -7 Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. 2 -8 Shipping Charges ' All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. ' 2 -9 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or ' services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -10 Legal Relations The Contractor shall comply with all of the Ciys resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the ' materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in. the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 18 2 -11 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform ' Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. ' 2 -12 Hazardous Chemical Communication In order to comply with WAC 296 -62 -054, Hazard Communication, the Contractor shall ' submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: ' A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. ' B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2 -13 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a ' reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from ' any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. ' 2 -14 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall ' be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. ' 2 -15 Patents, Copyrights and Rights in Data I Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 19 I� case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ' computer programs, technical work submitted or which is sp( complete (referred to in this SL I� 1 such other local, state or feden with the City. ownership of any plans, drawings, designs, specifications, eports, operating manuals, calculations, notes and other cified to be delivered under this contract, whether or not )section as "Subject Data'), shall be vested in the City or I agency, if any, as may be provided by separate contract All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. ' 2 -16 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the ' Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. ' Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall ' promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. ' 2 -17 Disputes, Claims and Appeals J If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specifications 1 -04.5. If the negotiations using the procedures outlined in Section 1 -04.35 fails to provide satisfactory resolution, the Contractor shall pursue the formal method outlined in standard Specification 1- 09.11(2) for submitting a claim. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Project Engineer and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. The City of Federal Way Safety Improvement Projects IPage 20 RFB #13 -108 June 2013 1 I I contract shall be interpreted and construed in the accordance with the laws of the state of Washington Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Project Engineer. Failure to comply precisely with the time deadlines specified as to any claim, shall operate as a release of that claim and presumption of prejudice to the City. 2 -18 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi- component or multi - material products shall verify the percentage and type of post - consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 21 C! I I Attachment A NO BID RESPONSE FORM When submitting a "No Bid', mail this completed form to Federal Way Purchasing, 33325 8"' Avenue South, Federal Way, Washington 98003 -6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1 -1. Failure to return this form if not submitting a formal bid may result in your firm being removed from the Citv's master bidder's mailina list. Bid Number: RFB No. 13 -108 Bid Title: Safety Improvement Projects ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: hiL9 b C ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Phone: Signature Name (Type or Print) City of Federal Way Safety Improvement Projects Date Title Page 22 RFB #13 -108 June 2013 1 1 J Attachment B BID FORM CITY OF FEDERAL WAY Safety Improvement Projects 3218 -142nd Avenue East Sumner, WA 98390 -9604 BID FORM Bidder: 1 5 tTWnG*j !NL Date: -7 f ITEM BID AMOUNT Schedule A — Citywide Safety Improvement Project D Z 00 Schedule B — S 32e St Safety Improvement Project IL28 6 07, oa Schedule C — SR 99 Safety Improvement Project TOTAL BID AMOUNT (including Washington State sales tax, all other government taxes assessments and charges) $ �l 9q5 To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003 -6325 Pursuant to and in compliance with your advertisement for bids for construction of Safety Improvement Projects, and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Safety Improvement Projects, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above- referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. 0 The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within ninety (90) calendar days after the day of the bid opening and the undersigned fails to execute the Safety Improvement Projects Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. I �1 ,1 Bond r Certified Check 5t-e- a +4c . Dollars ($ �y ) idder shall complete this entire Bid Form or this bid may be considered non - responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 23 Ll 1 1 Receipt of the following Addendums is hereby acknowledged: Addendum No. f Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: efora ' /Pa i dual (Delete ?Ph�b T'Atyr,ss sr9 2-w4o Bidder's State License No. 4o-2 -72( 2.01 Bidder's State Tax No. City of Federal Way Safety Improvement Projects sp r � StS� /NG� Firm Name Signature f� �t'P�t�t'�tir Title Page 24 RFB #13 -108 June 2013 Attachment C BID SCHEDULE A CITY OF FEDERAL WAY CITYWIDE SAFETY IMPROVEMENT PROJECT All rnnit nrieac in Rid Rehpdulp A shall include anelicahle Sales talc. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY DOLLARS CENTS DOLLARS CENTS Al Minor Change EST 1 $5.000 $5,ODO A2 _ SPCC Plan LS 1 A3 Mobilization LS 1 0 5'04 oO q .e A4 Project Temporary Traffic Control LS 1 `'0 600 ° &0 ow'--� AS Off -Duty Uniformed Police Officer FA 1 $17,000 $17,000 A6 Traffic Signal System Modifications — LS 1 Sin i ��i Too, 0-?, 1st Ave S & S 320th St, Complete A7 Traffic Signal System Modifications — LS 1 21st Ave SW & SW 320th St, Complete Jr� ooa, A8 Traffic Signal System Modifications — 11th P1 S & S 320th St, Complete 1 A9 Traffic Signal System Modifications — LS 1 a1 i 3 6,V& �lw. "- 8th Ave SW & SW 356th St, Complete A10 Traffic Signal System Modifications — LS 1 3G' A% tro 301 111.0w 8th Ave S & S 320th St, Complete , A11 Traffic Signal System Modifications — 1 �J. 2 �6 D!� Srl61 & S 352nd St, Complete xz �3. Traffic Signal System Modifications — Al2 6th Ave SW & SW Campus Drive, LS 1 (No ' ) 2,57, Complete A13 Traffic Signal System Modifications — 1 1y1� "' vo t{ '� 20th Ave S & S 312th St, Complete y f 70 A14 Traffic Signal System Modifications — LS 1 -3 g` 201380, 1st Ave S & SW 356th St, Complete .10 Traffic Signal System Modifications — A15 Weyerhaeuser Way & S 320th St, LS 1 17 Complete c A16 Traffic Signal System Modifications — LS 1 lst Ave S & S 330th St, Complete A17 Traffic Signal System Modifications — LS 1 �� r.. 16.9 60 21st Ave S & SW Dash Point Rd, Complete 0 vo A18 RetrorefiectiveBackplateTape — LS 1 jS 1S Complete City of Federal Way Safety Improvement Projects Page 25 RFB #13 -108 June 2013 I I 1 III ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT DOLLARS DOLLARS NO. UNIT PRICE IN WORDS QUANTITY CENTS CENTS Directional Boring - 8th Ave S & S A19 LF 80 (Z 9 pp. 00 320th St «p 1 City of Federal Way Safety Improvement Projects TOTAL SCHEDULE A y SQ Q2� CIO (bid items include sales tax) t �+ r IPage 26 RFB #13 -108 June 2013 Attachment C BID SCHEDULE B CITY OF FEDERAL WAY SOUTH 3201H STREET SAFETY IMPROVEMENT PROJECT SCHEDULE B - S 320TH ST SAFETY IMPROVEMENT PROJECT All unit prices in Bid Schedule A shall include applicab le sales tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY DOLLARS CENTS DOLLARS CENTS B1 Minor Change EST 1 $5,000 $5,000 B2 SPCC Plan LS 1 -�5� °�'�►i B3 Mobilization LS 1 B4 Project Temporary Traffic Control LS 1 G.%�. ovo, cI", B5 Off -Duty Uniformed Police Officer FA 1 $1,800 $1,8w B6 Traffic Signal System Modifications - LS /S 7, )S'1,0 ) S'1,0 �,q S 320th St & 25th Ave S, Complete t B7 Retroreflective Backplate Tape - LS 1 2'5,50-0,U-;Z 390 S 320th St & 23rd Ave S, Complete B8 Retroreflective Backplate Tape - LS 1 S 320th St & 25th Ave S, Complete Overhead Lane Assignment Sign - Bs Southbound 23rd Ave S At S 320th LS 1 St, Complete Overhead Lane Assignment Sign - 610 Northbound 23rd Ave S At S 320th LS 1� ®Cj -15-6, I St, Complete �75p "Zl Overhead Lane Assignment Sign - Bi1 Eastbound S 320th St At 1 -5 Ramps, LS 7 Complete B12 APS Push Button System - S 320th St LS O ��� 00 :tcsl 00. L,D & 25th Ave S, Complete TOTAL SCHEDULE B (bid items include sales tax) i City of Federal Way Safety Improvement Projects Page 27 2 2 Jr/ `© 7. OD RFB #13 -108 June 2013 � I 1 1 1 1 I I r� I I I I I I I I Attachment C BID SCHEDULE C CITY OF FEDERAL WAY SR 99 SAFETY IMPROVEMENT PROJECT All unit prices in Bid Schedule C shall include applicable sales tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY I DOLLARS CENTS DOLLARS I CENTS C1 Minor Change EST 1 $5,000- Otl $5,000 , C2 SPCC Plan LS 1 300,V00 3. ae, b0 C3 Mobilization LS 1 '3 i 50 . 0-0 soloo,00 C4 Project Temporary Traffic Control LS 1 °7 5 U p cq> I t Sv v,�� CS Off -Duty Uniformed Police Officer FA 1 $1,800.04 $1,800, cu Traffic Signal System Modifications — C6 Pacific Highway South & S 324th St, LS 1 Aqlqgqiv q qq, Complete 0191 Traffic Signal System Modifications — C7 Pacific Highway South & S 330th St, LS 1 341565* . Z41 f65, Complete Retroreflective Backplate Tape — CS Pacific Highway South & S 320th St, LS 1 if0 Qb �'® ®� 0 Complete Retroreflective Backplate Tape — C9 Pacific Highway South & S 324th St, LS 1 :2 oo o po: I 000, Complete 1 °— Retroreflective Backplate Tape — C10 Pacific Highway South & S 330th St, LS 1 i1g6 p / 00 i � 0049 60 Complete t Overhead Lane Assignment Sign — C11 Westbound S 324th St At Pacific LS 1 2 $j 500 3g, sw 1 Highway S, Complete J TOTAL SCHEDULE C (bid items include sales -� 514 vo tax) TOTAL BID (SCHEDULE A + SCHEDULE B + SCHEDULE C) Bid includes sales tax q,gv(SZy + Zzg, 607+ in ,tiq ar�� T9 City of Federal Way Safety Improvement Projects I , Page 28 RFB #13 -108 June 2013 1 1 Attachment D BID SIGNATURE PAGE Date:--7 I -L Z 13 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the Safety Improvement Projects and comply with all other terms and conditions of the contract and bid documents of RFB 13 -108. No bidder may withdraw his /her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (S %) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. &AIVOn Q NVIC! (Print Name) �szd' Its: F (Title) (Address) )Aa -- 510 — 65 '53 (Telephone Number) Page 29 RFB #13 -108 June 2013 iri Corporation /Pa hip /Indi ual (Delete T 1 City of Federal Way Safety Improvement Projects &AIVOn Q NVIC! (Print Name) �szd' Its: F (Title) (Address) )Aa -- 510 — 65 '53 (Telephone Number) Page 29 RFB #13 -108 June 2013 iri I� Attachment E� a BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, , as Principal, and , as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of and X100 dollars ($ ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Safety Improvement Projects According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 201_. Received return of deposit in the sum of $ City of Federal Way Safety Improvement Projects Page 30 Principal Surety Date: , 201_. RFB #13 -108 June 2013 1 1 1­1 1 -1 1 1 Attachment F City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non - Collusion, Anti - Trust, Prevailing Wage (Non - Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he /she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself /herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid rigging activities call: 1 -800- 424 -9071 The U.S. Department of Transportation (USDOT) operates the above toll -free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOrs continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 31 � i t. L DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five -year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now. or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of federal Way. FOR: Non - Collusion Affidavit, Assignment of Anti -Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. 1 Safety Improvement Projects 1 1 Name of idder's Firm s'sk, / /NCI O Signature of Authorized Representative of Bidder Subscribed and sworn to before me this -XL day of n-A!1 .2013 • -co s- 4g- Ab 45 I tell 0xr ,'.:?��,+.aa ~• City of Federal Way Safety Improvement Projects (printed /typed name of notary) Notary Public in and for the State of Washington My commission expires: 3. OR - 2-=n\ S Page 32 RFB #13 -108 June 2013 t Attachment G CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: This statement relates to a proposal contract with the City of Federal Way named ' Safety Improvement Projects I am the undersigned bidder or prospective contractor. I represent that: i0have, ❑ have not, participated in a previous contract or subcontract subject to the President's ' Ekecutive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. City of Federal Way Safety Improvement Projects A Name Its:stda* Title 3248 1 yZ -'° Avv,. 6- Sum v r,JA 9 .3p Address Zf)� �5rp�6533 Page 33 RFB #13 -108 .tune 2013 /yL Attadiment E BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Transportation systems, Inc. , as Principal, and Western Surety Company as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of five percent (5.) of the total bid awrnmt and _J100 dollars ($ ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Safety improvement Projects According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS isthDAY OF July , 2013. Received return of deposit in the sum of $ City of Federal way Safety Improvement Projects Page 30 Principal SUM Brian Daniels, attorney -in -fact Date: . 201_• IProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bmNa.com - Always Verify Sole RFB #13- -108 June 2013 1 1 1 i 1 1 1 1 1 1 1 1 0 4 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Don Back, Maria Moss, Marilyn Larson, Brian Daniels, Brian O'Neil, Regan Hupf, Individually of Seattle, WA, its true and lawful Attomey(s )-in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 27th day of July, 2012. 5,tatry WESTERN SURETY COMPANY e� c �" pPOAL EWi4� j/� D_ z� ul T. Bruflat, Vice President State of South Dakota I County of Minnehaha ss On this 27th day of July, 2012, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR June 23, 2015 EmorrARY Puauc SOUTH DAKOTA J. Mohr, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this /8,6 day of �"` �1 f 3 . IForm F4280 -7 -2012 WESTERN SURETY COMPANY $��evatv�D �►�4 E p ��II L. Nelson, Assistant Secretary I � I G A A A Attachment H PUBLIC WORKS CONTRACT FOR SAFETY IMPROVEMENT PROJECTS THIS PUBLIC WORKS CONTRACT ("Contract ") is dated effective this 3Cr day of 2013 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner'), and Transportation Systems, Inc. a a Washington Corporation . ("Contractor" }. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the Safety Improvement Projects Project located at Citywide , Federal Way, Washington ("Property's; and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties' agree to the following terms and conditions: 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the Safety Improvement Projects, including without limitation: new asphalt concrete sidewalks, Traffic signal modifications; signal mast arm pole installation, pedestrian pushbuttons, poles and foundations and signage and reflective backplates installation and other work ("Work'), in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance / Payment Bond attached hereto as Exhibit E, Title VI Assurances attached hereto as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and Geotechnical Boring Logs attached as Appendix D and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'l, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 90 Working Days. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City liquidated damages in the. amount set forth in the formula included in Section 1.3 of City of Federal. Way Safety Improvement Projects Page 34 RFB #13 -108 June 2013 this Contract. The Work shall not be deemed completed until the City has accepted the Work and ' delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit ""A". ' 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. ' LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). ' C = Original Contract amount. T = Original time for completion. I �I 1 0 When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefits of the facilities, both form the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the Date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 35 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes ' within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B ", which shall be signed by both the Contractor and the City, shall ' specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the ' City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. ' If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written ' notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall t supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an ' equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, ' omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties ' cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. ' 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the ' °one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction ' materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. ' 2 TERM ' This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no more than 90 working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term') ' 3. COMPENSATION 3.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor in accordance with Attachment "B', Bid Form (which includes the Bid Schedule), which amount shall constitute full and complete payment by the City ("Total Compensation'D. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 36 ' 3.2 Contractor Responsible for Taxes. payment of any taxes imposed by any lawful payment of this Contract. The Contractor shall be solely responsible for the jurisdiction as a result of the performance and 3.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 3.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non - discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit F. S. INDEPENDENT CONTRACTORMONFLICT OF INTEREST 5.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, City of Federal Way Safety Improvement Projects Page 37 RFB #13 -108 June 2013 � I � I � I � I � I r �I u u 0 0 regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 5.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 6. CITY'S RIGHT TO TERMINATE CONTRACT 6.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and /or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 6.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. City of Federal Way Safety Improvement Projects IPage 38 RFB #13 -108 June 2013 (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 6.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. ' (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. 7. INDEMNIFICATION ' 7.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any ' and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, ' employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation ' acts, disability benefit acts or any other benefits acts or programs. 7.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or ' representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 1 7.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' Page 39 S. INSURANCE 8.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: ' (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; ' (2) Commercial general liability insurance with combined single limits of liability not less than $5,000,000 for bodily injury, including personal injury or death, products ' liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than ' $2,000,000 for bodily injury, including personal injury or death and property damage. ' 8.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. ' (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self- insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a "claims made" or "claims paid" form. 8.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "D ", which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 8.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 8.5 Deductibles and Self- Insured Retentions. Any deductibles or self: insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self - insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self- insured retentions. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 40 7 ' 8.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. ' 8.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non - acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 9. PERFORMANCE/ PAYMENT BOND ' Pursuant to RCW 39.08.010, Contractor shall post a Performance /Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "'E" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and ' to 9 uarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 10. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296 -155 WAC), General Safety and Health Standards (Chapter 296 -24 WAC), and General Occupational Health Standards (Chapter 296 -62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 11. PREVAILING WAGES 11.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296 -127 WAC, or the Federal Davis -Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 41 When the project is subject to both State and Federal hourly minimum rates for wages and ' fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296- 127 -010 WAC, complies with all the requirements of Chapter 39.12 RCW. 11.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 11.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700- 029 -000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700- 007 -000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been. approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 11.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 12. FAILURE TO PAY SUBCONTRACTORS City of Federal Way Safety Improvement Projects Page 42 RFB #13 -108 June 2013 I'1 E C' i u J In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and /or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 13. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 14. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 15. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 16. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any Wind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and /or the City may deduct its costs from any remaining payments due to the Contractor. 17. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 17.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. 17.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 43 � I language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 17.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 18. GENERAL PROVISIONS 18.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or ' understandings pertaining to any such matters shall be effective for any purpose. 18.2 Modification. No provisions of this Contract, including this provision, may be amended ' or added to except by agreement in writing signed by the Parties or their respective successors in interest. 18.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or ' illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. ' 18.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the ' Contractor from any of its obligations or liabilities under this Contract. 18.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be ' binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 18.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of ' any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Parry ' shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 18.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or � I City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 44 default. Failure of the City to declare one breach or default does not act as a waiver of the City's ' right to declare another breach or default. 18.8 Governing Law. This Contract shall be made in and shall be governed by and ' interpreted in accordance with the laws of the State of Washington. 18.9 Authorily. Each individual executing this Contract on behalf of the City and Contractor ' represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. ' 18.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the ' United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 18.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. ' 18.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 18.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91 -54, ' as amended, occurs as a result of the formation and /or performance of this Contract, this Contract may be rendered null and void, at the City's option. 18.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of ' any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. ' DATED the day and year set forth above. ' CITY OF FEDERAL WAY By: Skip Pries V, Mayor ' 33325 8th Avenue South Federal Way, WA 98003 -6325 ' ATTEST: nn A Id ' Uty Clerk, Carol McNeil , CMC ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 45 ' APPROVED AS TO FORM: City Attorney, Patricia A. Ric ardson [CO By: STATE OF WASHINGTON NAME] ,. �lx ^Spor���'^ S7s•iCr�s� lvL- 6 Su*u/ ,V4 g�39d (Address) 2'0(ol- (Phone) 255 - (" Z �° ) ss. COUNTY OF 01-c ) On this day personally a eared before to me known to be the / P &-r-N of A that executed the foregoing instrument, and acknowledged the said inst ument to be the free an"ysA---,S. voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this \ d y of 20�3 , e � o ''�y lk (typed /printed name of notary) < bo` $ Notary Public in and for the State of Washington. .q' • - My commission expires 3• az, \F- vBLlr+ a� t� ._ o' City of Federal Way Safety Improvement Projects IPage 46 RFB #13 -108 June 2013 EXHIBIT A SEE DEPARTMENT CONTRACT BOOK FOR HARD COPY OF THIS EXHIBIT - NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT. City of Federal Way Safety Improvement Projects Page 47 RFB #13 -108 June 2013 EXHIBIT B ' CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER ' PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No ' PRICE CHANGE LUMP SUM: INCREASE $ DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE I 1 TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the pro visions of the standard specifications, the contract plans, and the special provisions goveming the types of construction. CONTRACTOR'S DEPT. DIRECTOR /MANAGER DATE SIGNATURE SIGNATURE City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 48 _ DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ *ADJUSTMENTS $ NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY ❑ INCREASED $ ❑ DECREASED $ PAY THIS ADJUSTED AMOUNT $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 49 EXHIBIT C NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS ' NONDISCRIMINATION IN EMPLOYMENT I TO: AND TO: ALL EMPLOYEES (Name of Union or Organization) The undersigned currently holds contract(s) with involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: City of Federal Way Safety Improvement Projects City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 Page 50 RFB #13 -108 June 2013 N CERTIFICATE HOLDER Exhibit "El" A 17® lV(J//�L! CERTIFICATE OF LIABILITY INSURANCE DATE IY 08/21/221 /2 013 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WA #712152 1- 206 - 343 -2323 Bacic Group, LLC dba MCM Bacic Pacific Insurance Services, LLC #OF82099 1325 Fourth Avenue, Suite 2100 CONTACT NAME: PHONE FAX (AIC, No E A/C No: E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # Seattle, WA 98101 INSURER A: CONTINENTAL WESTERN INS CO 10804 09/19/13 INSURED INSURERS: Transportation Systems Inc. INSURER C: INSURER D: 3218 142nd Ave E INSURER E: $ 100,000 Sumner, WA 98390 $ 5,000 CLAIMS -MADE a OCCUR INSURER F: rnvcoer -c¢ CC0T1C1f`A7C 1d1lUM=0- 35276522 RFUlmintN NiiMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDY EFF MMIDO EXP LIMITS • GENERAL LIABILITY X X CWP293586123 09/19/1 09/19/13 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 CLAIMS -MADE a OCCUR PERSONAL & ADV INJURY $ 1,000,000 X WA Stop Gap; GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 $ POLICY X PRO LOC • AUTOMOBILE LIABILITY CWP293586123 0 COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS N AUTOS ED HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ $ X Comp: $1,0 Coll: $1,00 • X UMBRELLA LIAB HOCCUR CU293586221 09/19/1 09/19/13 EACH OCCURRENCE $ 4,000,000 AGGREGATE $4,000,000 EXCESS LIAB CLAIMS -MADE DED I RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F-1 (Mandatory in NH) N/A E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: Citywide Safety Improvement Project HSIP #0099 (123) Per the attached the following are included as additonal insured & waiver of subrogation applies, as required per written contract: City of Federal way 91 rA1drC1 1 ATinu ACORD 25 (2010105) rachelmercer 35276522 U 1958 -Z01U AGUKU GUKPVKAI IUN. All rlgnis reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Federal way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public Works Department ACCORDANCE WITH THE POLICY PROVISIONS. 33325 Eight Ave S Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE . c1 ��^ W 'J" "- USA ACORD 25 (2010105) rachelmercer 35276522 U 1958 -Z01U AGUKU GUKPVKAI IUN. All rlgnis reserved. The ACORD name and logo are registered marks of ACORD 13 -1-1 a ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE 18 /2 /Y3 09/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WA #712152 1- 206 - 343 -2323 Bacic Group, LLC dba MCM Bacic Pacific Insurance Services, LLC #OF82099 1325 Fourth Avenue, Suite 2100 CONTACT NAME: PHONE FAX C No E : A/C No: E -MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC • Seattle, WA 98101 INSURER A: CONTINENTAL WESTERN INS CO 10804 09/19/14 INSURED INSURER 6: Transportation Systems Inc. INSURER C INSURER D: 3218 142nd Ave E INSURER E: $ 100, 000 Sumner, WA 98390 $ 5,000 CLAIMS -MADE � OCCUR INSURER F COVERAGES CERTIFICATE NUMBER: 35759261 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADOL SUER POLICY NUMBER MM/DDY EFF MM DD EXP LIMITS • GENERAL LIABILITY X X CWP293586124 09/19/1 09/19/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO PREMISES EaEoccurrence) $ 100, 000 MED EXP (Any one person) $ 5,000 CLAIMS -MADE � OCCUR PERSONAL BADVINJURY $ 1,000,000 X WA Stop Gap GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 $ POLICY X PRO- LOC • AUTOMOBILE LIABILITY CWP293586124 COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ $ X Comp: $1,0 It Coll: $1,00 • X UMBRELLA LIAB OCCUR CU293586221 09/19/1 09/19/13 EACH OCCURRENCE $ 4,000,000 AGGREGATE $4,000,000 EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- ER AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE a E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) A NIA E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) RE: Citywide Safety Improvement Project BSIP #0099 (123) Per the attached the following are included as additonal insured & waiver of subrogation applies, as required per written contract: City of Federal Way CFRTIFICATF MAI r]FR CANCELLATION ACORD 25 (2010/05) rachelmercer 35759261 © 1988 -2010 ACORD CORPORATION. All ngnts re8ervea. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Federal Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public Works Department ACCORDANCE WITH THE POLICY PROVISIONS. 33325 Eight Ave S AUTHORIZED REPRESENTATIVE Federal Way, WA 98003 USA ACORD 25 (2010/05) rachelmercer 35759261 © 1988 -2010 ACORD CORPORATION. All ngnts re8ervea. The ACORD name and logo are registered marks of ACORD 7 F-1 L EMISIT E Bond # 58708061 MY OF FEDERAL MAY PERFORMANCE/PAYMEWC BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Transportation systems, Inc. ("Principal") and Western surety company _ the undersigned corporation organized and existing under the laws of the State of IL and legally doing business in the State of Washington as a surety ("Surety"), are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City") in the penal sum ofseven hundred ninety six thousand nine hundred forty fivDoilars and no /100 ($ 796, 945.00 for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered into an Agreement with the City dated , 20 for Safettv�;mnrovem„nt Proiecta NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of time Principal, or any subcontractor in the performance of said work, then and In the event this obligation shall be void; but otherwise, it shall be and remain In full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall In any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes Increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond In a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without the consent of the Surety. ' Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City- that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to ' remedy the default, including legal fees incurred by the Clty, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default; the Surety shall notify the City of its finding and its intent, If any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, ' the penal sum of the Bond shall be reduced In an amount equal to the costs actually Incurred by the Surety In curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without intent, any overpayment made by the Surety and the Surety shall pay to the City. any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described In the below paragraph, prior to any interplead action. ' In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation In accordance with City of Federal Way RFB #13-108 ' Safety Improvement Projects June 2013 Page 52 1 ' the mediation procedures of United States Arbitration and Mediation (" USA&M'). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by-the Seattle USA &M offioe, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall .I not interplead prior to completion of the mediation. DATED ft22nd day of August 20 13 CORPORATE SEAL OF PRINCIPAL: PRIZ Transportation systems, Inc. By: ' (Name of rson Executing Bond) L Its: 3218 142nd Ave ' Sumner, WA 98390 (Address) 20.6.- .2.59 -9804 (Phone) IA I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the ' within bond; that who signed the said bond on behalf of the Principal, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body, Secretary of Assistant Secretary 1 CORPORATE SEAL OF SURETY: ' SURLY Western Surety Company By, ' Att)Dmey -in -Fact (Attach Power of Attorney) Regan Hupf, attorney- in- fact '��►►���. ' (Name of Person Executing Bond)`T' Wd"Q� 333 S Wabash Ave, 41st Floor Chicago, IL 60604 (Address) 206 -587 -2064 (Phone) City of Federal Wary RFB #13 -108 Safety Improvement Projects June 2013 Page 53 1 • Western Surety Company ' POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint ' Don Bacic, Maria Moss, Marilyn Larson, Brian Daniels, Brian O'Neil, Regan Hupf, Individually of Seattle, WA, its true and lawful Attomey(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, ' undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - ' and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. ' This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. ' In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 27th day of July, 2012. Ery WESTERN SURETY COMPANY o 0 Nq)�0 ' � °�� aul T. Bruflat, Vice President State of South Dakota 1 JT ' County of Minnehaha ss On this 27th day of July, 2012, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed ' the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires •. { J. MOHR ' June 23, 2015 J(RL NS R 'PUBLIC SEAL j {1 SOUTH DAKOTA J. Mohr, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of 0 11 anted o the reverse her of is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the sai bANIM day of j ii _. IForm F4280 -7 -2012 . :' r WESTERN SURETY COMPANY AC L. Nelson, Assistant Secretary Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders I of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the ' corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer ' may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. ' I I I u � 1.►1r.� `�aa ' APPROVED AS TO FORM: Patricia A. Richardson, City Attorney City of Federal Way Safety Improvement Projects Page 54 RFB #13 -108 June 2013 � I � I � I � I fl 1 1 EXHIBIT F TITLE VI ASSURANCES During the performance of this contract, the contractor /consultant, for itself, its assignees and successors in interest (hereinafter referred to as the ""contractor's agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non - discrimination in federally assisted programs of United States Department of Transportation ( USDOT), Tine 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non - discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub - contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub - contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub - contract, including procurement of materials or leases of equipment, each potential sub - contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non - discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a. contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non - compliance In the event of the contractor's non - compliance with the non - discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and /or; Cancellation, termination, or suspension of the contract, in whole or in part. City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 Page 55 Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub - contractor or procurement as the contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non - compliance. Provided, however, ' that in the event a contractor becomes involved in, or is threatened with, litigation with a sub- contractor or supplier as a result of such direction, the contractor may request WSDOT enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. n n In 0 0 ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 IPage 56 AMENDMENTS TO THE STANDARD SPECIFICATIONS STANDARD AMENDMENTS ' INTRO.AP1 INTRODUCTION ' The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. ' AMENDMENTS TO THE STANDARD SPECIFICATIONS 11 1 The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1- 01.AP1 Section 1 -01, Definition and Terms August 6, 2012 1 -01.3 Definitions The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: 1. The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: 1. From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or 2. From the end pier expansion joint for bridges with end pier expansion joints. Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, City of Federal Way Safety Design Projects RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. 1- 02.AP1 Section 1 -02, Bid Procedures and Conditions January 2, 2012 1- 02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. 1- 03.AP1 Section 1 -03, Award and Execution of Contract April 2, 2012 1 -03.1(1) Tied Bids This section's title is revised to read: 1- 03.1(1) Identical Bid Totals 1- 05.AP1 Section 1 -05, Control of Work August 6, 2012 1- 05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traffic Control Supervisor. 1- 06.AP1 Section 1 -06, Control of Material January 7, 2013 1- 06.1(4) Fabrication Inspection Expense The first paragraph is revised to read: City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington, the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: • Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical) • Cantilever Sign Structures and Sign Bridges • Epoxy- Coated Reinforcing Steel • Metal Bridge Railing and Handrail • Modular Expansion Joints • Painted Piling and Casing • Painted and Powder - Coated Luminaire and Signal Poles • Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers • Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and Box Culverts • Precast Concrete Traff ic Barrier • Precast Concrete Marine Pier Deck Panels • Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem Panels • Precast Concrete Retaining Walls, including Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components • Prestressed Concrete Piles • Seismic Retrofit Earthquake Restrainers • Soldier Piles • Steel Bridges and Steel Bridge Components • Steel Column Jackets • Structural Steel for Ferry Terminals, including items such as Dolphins, Wingwalls, and Transfer Spans • Treated Timber and Lumber 6 -inch by 6 -inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read: An inspection day includes any calendar day or portion of a calendar day spent by one inspector inspecting, on standby, or traveling to and from a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place. City of Federal Way Safety Improvement Projects A -3 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1- 07.AP1 Section 1 -07, Legal Relations and Responsibilities to the Public April 1, 2013 1-07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAG 296.800 which requires employers to provide a safe workplace. More specifically WAG 296.800.11025 prohibits alcohol and narcotics from the workplace. 1= 07.9(2) Posting Notices This section is revised to read: Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shall ensure the following are posted: 1. EEOC - P /E -1 (revised 11/09) - Equal Employment Opportunity is THE LAW published by US Department of Labor. Post for projects with federal -aid funding 2. FHWA -1022 (revised 11 /11) - NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding 3 WH 1321 (revised 04/09) - Employee Rights under the Davis -Bacon Act published by US Department of Labor. Post for projects with federal -aid funding 4. WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act published by US Department of Labor. Post on all projects 5. WHD - 1420 (revised 01/09) - Employee Rights and Responsibilities under The Family and Medical Leave Act published by US Department Of Labor. Post on all projects 6. WHD -1462 (revised 01/12) —Employee Polygraph Protection Act published by US Department of Labor. Post on all projects 7. F416- 081 -909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242- 191 -909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries. Post on all projects 9. F700- 074 -909 (revised 12/12) - Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L &I). Post on all projects City of Federal Way Safety Improvement Projects A -4 RFB #13 -108 ' June 2013 11 AMENDMENTS TO THE STANDARD SPECIFICATIONS 10. EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington ' State Employee Security Department. Post on all projects 11. Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" ' for the Contractor, each Subcontractor, each lower tier subcontractor, and any other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition of "Contractor" in WAC 296- 127 -010 12. Post one copy of the prevailing wage rates for the project 1- 07.9(5) Required Documents Item number 2. in the first paragraph is revised to read: 2. A copy of an approved "Affidavit of Prevailing Wages Paid ", State L &I's form number F700- 007 -000. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for Contractor and all Subcontractors have been received by the Project Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L &I and a copy of all the approved forms have been submitted to the Engineer. 1 -07.14 Responsibility for Damage The fifth paragraph is revised to read: Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. 1 -07.15 Temporary Water Pollution/Erosion Control The third paragraph is deleted. 1- 08.AP1 Section 1-08, Prosecution and Progress April 1, 2013 1 -08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". 1- 08.3(1) General Requirements The following new paragraph is inserted after the first paragraph: Total float belongs to the project and shall not be for the exclusive benefit of any party. 1 -08.5 Time for Completion The last paragraph in this section is supplemented with the following: ' City of Federal Way Safety Improvement Projects A -5 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS n e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors ' 1 -08.7 Maintenance During Suspension The second paragraph is revised to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1 -07.23 or the Special Provisions.) This may include a temporary road, alternative pedestrian access route or detour. 1- 09.AP1 Section 1-09, Measurement and Payment April 1, 2013 1 -09.1 Measurement of Quantities The following new sentence is inserted after the sentence "`Ton ":2,000 pounds of avoirdupois weight": Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work shall have no specific unit of measurement requirement. 1 -09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. 1 -09.6 Force Account In item No. 3. For Equipment, the last sentence in the third sub - paragraph is revised to read: In the event that prior quotations are not obtained and the vendor is a firm independent from the Contractor or Subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of submitted invoice. 3- 04.AP3 Section 3 -04, Acceptance of Aggregate April 1, 2013 3- 04.3(7)D4 An Entire Lot The last sentence is deleted. 3- 04.3(8) Price Adjustments for Quality of Aggregate The calculation in the first paragraph is revised to read: City of Federal Way Safety Improvement Projects A -6 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Aggregate Compliance Price Adjustment = (Composite Pay Factor —1.00) ' (quantity of material) (unit bid price or Contingent Unit Price as shown in Table 1, whichever is higher.) 3 -04.5 Payment In the second paragraph, the reference "Section 3- 04.3(6)C " is revised to read "Section 3- 04.3(8) ". ' In Table 1, the top two rows are revised to read the following three new rows: ' 9 -03.1 Concrete Aggregate (exce t pavement) 2000 1000 $15.00 $30.00 9 -03.1 Concrete Aggregate ( avement) 4000 2000 $15.007 1 $30.00 9- 03.4(2) Crushed Screening-' 1000 500 $20.00 $40.00 ' In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall' is revised to read: ' 9- 03.14(4) Gravel Borrow for Structural Earth Walls 14000 12000 $30 1 S60 The footnotes below the Table 1 are revised to read: 1. Based on 1000 CY of Concrete. 2 Price adjustment only applies to the actual quantity of aggregate used in the concrete. 3 Contingent unit price per S.Y. is $0.30. In Table 2, the first row is revised to read: 9 -03.1 Concrete Aggregate (all concrete aggregate - including 2 2 2 10 20 10 Other pavement) In Table 2, the row containing the item "Gravel Backfill for Foundations Class A" is revised to read: 9- 03.12(1)A Gravel Backfill for 1 2 2 5 5 5 10 Other Foundations Class A3 In Table 2, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall' is revised to read: 9- 03.14(4) Gravel Borrow for 1 2 2 5 5 5 10 Other Structural Earth Walls The footnotes below the Table 2 are supplemented with the following: City of Federal Way Safety Improvement Projects F L A -7 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3 Use the price adjustment factors for the material that is actually used. 4 Resistivity 10, pH 10, Chlorides 5, and Sulfates 5. 5- 01.AP5 Section 5 -01, Cement Concrete Pavement Rehabilitation April 1, 2013 5- 01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000 -psi. The last two sentences in the third paragraph are deleted. 5- 01.3(4) Replace Portland Cement Concrete Panel This section is supplemented with the following: Replacement panels that crack shall be repaired as specified in Section 5- 05.3(22) at no cost to the Contracting Agency. Epoxy- coated dowel bars meeting the requirements of Section 9- 07.5(1) may be substituted for the corrosion resistant dowel bars specified. 5- 01.3(11) Concrete Slurry This section including title is revised to read: 5- 01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2- 03.3(7)C. Opening to traffic shall meet the requirements of Section 5- 05.3(17). 5- 02.AP5 Section 5 -02, Bituminous Surface Treatment August 6, 2012 5-02.2 Materials The following new paragraph is inserted after the second paragraph: Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3 -04. City of Federal Way Safety Improvement Projects A -8 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 5- 04.AP5 Section 5 -04, April 1, 2013 Hot Mix Asphalt 5 -04.2 Materials The following material reference is deleted from this section: Blending Sand 9- 03.8(4) The fourth paragraph is revised to read: The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. 5- 04.3(7)A1 General This section is supplemented with the following: The Contractor shall include the brand and type of anti - stripping additive in the mix design submittal and provide certification from the asphalt binder manufacture that the anti - stripping additive is compatible with the crude source and formulation of asphalt binder proposed in mix design. 5- 04.3(7)A3 Commercial Evaluation The second sentence in the second paragraph is deleted. 5- 04.3(10)B3 Longitudinal Joint Density The section including title is revised to read: 5- 04.3(10)B3 Vacant 5- 04.3(11)D General The last sentence in the first paragraph is deleted. 5- 04.3(12)A Transverse Joints In the second paragraph "planning" is revised to read "planing ". 5- 04.3(20) Anti - Stripping Additive This section is revised to read: Anti - stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti - stripping additive shall be added in the amount designated in the WSDOT mix design /anti -strip evaluation report provided by the ' Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti -strip to be added; paving shall not begin before the anti -strip requirements have been provided to the Contractor. ' City of Federal Way Safety Improvement Projects A -9 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 5 -04.4 Measurement The first sentence in the first paragraph is revised to read: HMA Cl. _ PG _, HMA for _ Cl. _ PG _, and Commercial HMA will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. The last paragraph is deleted. 5-04.5 Payment The bid item "Longitudinal Joint Density Price Adjustment", by calculation and paragraph following bid item are deleted. 6- 02.AP6 Section 6 -02, Concrete Structures January 7, 2013 6- 02.3(2) Proportioning Materials The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: ****145 The following new note is inserted after the note " * ** No maximum specified" in the table titled "Cementitious Requirement for Concrete ": * ** *Maximum of 200 pounds The paragraph following the table "Cementitious Requirements for Concrete" is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6- 02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6- 02.3(5)C shall apply. City of Federal Way Safety Improvement Projects A -10 RFB #13 -108 ' June 2013 11 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6- 02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6- 02.3(2) and have a maximum water /cement ratio of 2. 6- 02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read: Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association (NRMCA). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be valid for a 2 -year period from the date of certificate. The following documentation shall be submitted to the Project Engineer; a copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) ( WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 6- 02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Control The last sentence in the second paragraph is revised to read: Sampling shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected in accordance with WSDOT TM 716. 6- 02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 1. Surface preparation 2. Application methods 3. Requirements for concrete curing prior to sealer application 4. Temperature, humidity and precipitation limitations for application 5. Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish (except that concrete barrier surfaces shall be finished in accordance with Section 6- 02.3(11)A). The Contractor shall not apply pigmented sealer from a batch ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -11 AMENDMENTS TO THE STANDARD SPECIFICATIONS greater than 12 months past the initial date of color sample approval of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. The final appearance shall be even and uniform without blotchiness, streaking or uneven color. Surface finishes deemed unacceptable by the Engineer shall be re- coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 6- 02.3(16) Plans for Falsework and Formwork Item No. 4 in the seventh paragraph is revised to read: 4. Conditions required by other Sections of 6- 02.3(17), Falsework and Formwork. Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. The following paragraph is inserted after the seventh paragraph: Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided: 1. Concrete placement rate is 4 feet per hour or less. 2. Facing is 3/4-inch plywood with grades as specified per Section 6- 02.3(17)1. 3. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. 4. Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 4's spaced at 24 inches. 6- 02.3(17)F Bracing In the first paragraph, the phrase "per Section 6- 02.3(17)1" is revised to read "in accordance with Section 6- 02.3(17)1 ". This section is supplemented with the following new sub - section: 6- 02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck. City of Federal Way Safety Improvement Projects A -12 RFB #13 -108 ' June 2013 1 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. These braces shall be ' furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency. The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans. The Contractor shall account ' for the added load from concrete finishing machines and other construction loadings in the design of the bracing. ' Taper ties may be used provided the following conditions are met: 1. The structure is not designed to resist water pressure (pontoons, floating ' dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1 'h" clear from the face of concrete. City of Federal Way Safety Improvement Projects J A -13 RFB #13 -108 June 2013 Falsework support brackets and braces shall not be welded to structural steel bridge ' members or to steel reinforcing bars. 6- 02.3(17)F4 Temporary Bracing for Bridge Girders ' This section including title is revised to read: 6- 02.3(17)F4 Temporary Bracing for Bridge Girders During Erection ' Steel girders shall be braced in accordance with Section 6- 03.3(7)A. Prestressed concrete girders shall be braced sequentially during girder erection. The ' bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. The Contractor shall furnish, install, and remove the bracing at no additional cost to the Contracting Agency. At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation. This bracing shall be placed prior to the release of each girder from the erection equipment. If the bridge is constructed with cast -in -place ' concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours. ' 6- 02.3(17)H Formwork Accesories The first paragraph is deleted and replaced with the following two new paragraphs: ' Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and ' factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, and similar hardware. Wire form ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. ' Taper ties may be used provided the following conditions are met: 1. The structure is not designed to resist water pressure (pontoons, floating ' dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1 'h" clear from the face of concrete. City of Federal Way Safety Improvement Projects J A -13 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3. After the plug is installed, the hole shall be cleaned of all grease, contamination and foreign matter. 4. Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete. 6 -02.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read: The girders shall be braced in accordance with Sections 6- 02.3(17)F4 and 6- 02.3(17)F5. 6 -02.3(26)E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read: The Contractor shall test each completed duct assembly for leak tightness after placing concrete but prior to placing post tensioning reinforcement. The second paragraph is revised to read: Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and drains shall either be capped or have their shut -off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount. 6- 03.AP6 Section 6 -03, Steel Structures April 2, 2012 6 -03.3(28)A Method of Shop Assembly The first sentence in Item 2.C. is revised to read: For Trusses and Girders — After the first stage has been completed, each subsequent stage shall be assembled to include: at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop sections added at the advancing end. City of Federal Way Safety Improvement Projects A -14 RFB #13 -105 1 June 2013 I' AMENDMENTS TO THE STANDARD SPECIFICATIONS II , 6- 05.AP6 Section 6 -05, Piling August 6, 2012 6 -05.5 Payment The paragraph following the bid item, "Driving St. Pile ", per each is revised to read: The unit Contract price per each for "Driving (type) Pile ( )" shall be full pay for driving the pile to the ultimate bearing and/or penetration specified. 6- 06.AP6 Section 6 -06, Bridge Railings August 6, 2012 6- 06.3(2) Metal Railings The third paragraph is revised to read: Anchor bolts shall be positioned with a template to ensure that bolts match the hole spacing of the bottom channels or anchorage plates. 6- 07.AP6 Section 6 -07, Painting April 2, 2012 6- 07.3(9)A Paint System The first sentence in the second paragraph is revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 10.AP6 Section 6 -10, Concrete Barrier August 6, 2012 6 -10.3 Construction Requirements This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9 -07.7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9- 07.2, subject to the following conditions: City of Federal Way Safety Improvement Projects A -15 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans. 2. The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. 6 -10.5 Payment In the second paragraph, the bid item "Conc. Class 4000" is revised to read: "Conc. Class 4000_" 6- 12.AP6 Section 6 -12, Noise Barrier Walls August 6, 2012 6- 12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -12.5. 6- 12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted. 6 -12.5 Payment This section is supplemented with the following: "Removing Noise Barrier Wall Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 12.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of City of Federal Way Safety Improvement Projects A -16 RFB #13 -108 ' June 2013 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS ov I work and cannot be the obstruction rem reasonably reassigned a y within the project, g then all labor costs resulting from Contractor labor agreements and established ' Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the ' Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: ' 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. 6- 13.AP6 Section 6 -13, Structural Earth Walls April 1, 2013 6 -13.2 Materials In the first paragraph, the following item is inserted after the item "Aggregates for Portland Cement Concrete ": Gravel Borrow for Structural Earth Walls 9- 03.14(4) 6 -13.4 Measurement In the second paragraph, "Backfill" is revised to read "Gravel borrow". 6 -13.5 Payment In this section, the bid item "Backfill for Structural Earth Wall Incl. Haul' is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul". 6- 14.AP6 Section 6 -14, Geosynthetic Retaining Walls April 1, 2013 6 -14.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: ' Portland Cement Aggregates for Portland Cement Concrete Sand ' Gravel Borrow for Structural Earth Wall Polyurethane Sealant I City of Federal Way Safety Improvement Projects A -17 9 -01 9 -03.1 9- 03.13(1) 9- 03.14(4) 9- 04.2(3) RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Closed Cell Foam Backer Rod 9- 04.2(3)A Anchor Rods and Associated Nuts, Washers, and Couplers 9- 06.5(1) Reinforcing Steel 9 -07 Wire Mesh for Concrete Reinforcement 9 -07.7 Grout 9- 20.3(4) Construction Geosynthetic 9 -33 6 -14.4 Measurement In the second paragraph, "geosynthetic retaining wall backfill" is revised to read "structural earth retaining wall backfill ". 6 -14.5 Payment In this section, the bid item "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul ". Is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul" 6- 15.AP6 Section 6 -15, Soil Nail Walls January 2, 2012 6 -15.2 Materials The referenced section for the following item is revised to read: Grout 9- 20.3(4) 6- 15.3(3) Submittals Item f beneath item number 3 is revised to read: Mix design and procedures for placing the grout. 6- 15.3(6) Soil Nailing This section is supplemented with the following: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification and proof testing of the soil nails has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6- 16.AP6 Section 6 -16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6- 16.3(3) Shaft Excavation The third sentence in the seventh paragraph is revised to read: City of Federal Way Safety Improvement Projects A -18 RFB #13 -108 ' June 2013 7 AMENDMENTS TO THE STANDARD SPECIFICATIONS When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -16.5. 6 -16.5 Payment This section is supplemented with the following: "Removing Soldier Pile Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, ' then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. ' The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration ' of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; ' 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided ' in accordance with Section 1 -08.3. 6- 17.AP6 ' Section 6 -17, Permanent Ground Anchors August 6, 2012 6- 17.3(3) Submittals The first sentence in the sixth paragraph is revised to read: ' The Contractor shall submit the mix design for the grout conforming to Section 9- 20.3(4) and the procedures for placing the grout to the Engineer for approval. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -19 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6- 17.3(7) Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification, performance and proof testing of the permanent ground anchors has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6- 17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted. 6- 19.AP6 Section 6 -19, Shafts August 6, 2012 6- 19.3(4)F Slurry Disposal This section including title is revised to read: 6- 19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry- contacted spoils as specified in the shaft installation narrative in accordance with Section 6- 19.3(2)B, item 8, and in accordance with the following requirements: Water slurry with no additives may be infiltrated to an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer -based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer. Spoils in contact with synthetic slurry or water slurry with polymer -based additives shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations City of Federal Way Safety Improvement Projects A -20 RFB #13 -108 ' June 2013 I AMENDMENTS TO THE STANDARD SPECIFICATIONS conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. ' 7- 02.AP7 Section 7 -02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -21 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7 -02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam. ", per linear foot is revised to read: "St. ", Rib Reinf Polyethylene Culv. Pipe In. Diam. per linear foot ' 7- 03.AP7 Section 7 -03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7- 03.3(1) Foundations, General This section is supplemented with the following: ' When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. ' 7- 03.3(5) Headwalls This section is supplemented with the following: ' When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. ' 7- 04.AP7 Section 7-04, Storm Sewers August 6, 2012 ' 7- 04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE4i is revised to read "PP4s from the table titled, "Storm Sewer Pipe ' Schedules ". ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -21 AMENDMENTS TO THE STANDARD SPECIFICATIONS Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7 -04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam ", per linear foot 7- 05.AP7 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. 7- 08.AP7 Section 7-08, General Pipe Installation Requirements August 6, 2012 7- 08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. 7- 09.AP7 Section 7-09, Water Mains August 6, 2012 7- 09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions ". City of Federal Way Safety Improvement Projects A -22 RFB #13 -108 , June 2013 n II� C� AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 01.AP8 Section 8 -01, Erosion Control and Water Pollution Control January 7, 2013 8 -01.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9- 05.1(6) Quarry Spalls 9 -13 Seed 9 -14.2 Fertilizer 9 -14.3 Mulch and Amendments 9 -14.4 Tackifiers 9- 14.4(7) Erosion Control Devices 9 -14.5 High Visibility Fence 9 -14.5 Construction Geotextile 9 -33 8- 01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short -Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate -Term Mulch and Long -Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 8- 01.3(2)E Soil Binders and Tacking Agents This section including title is revised to read: 8- 01.3(2)E Tackifiers Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short - Term Mulch shall be used as a tracer. Tackifier shall be mixed and applied in accordance with the manufacturer's recommendations. Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/ pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of Short -Term Mulch shall be applied with the dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand -held fertilizer spreader or a tractor - mounted spreader. PAM shall be applied only to areas that drain to completed sedimentation control BMPs ' in accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 48 -hour period. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -23 AMENDMENTS TO THE STANDARD SPECIFICATIONS PAM shall not be applied during rainfall or to saturated soils 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. 8- 01.3(3) Placing Erosion Control Blanket This section including title is revised to read: 8- 01.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material. for an area based on the intended function: slope or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. 8- 013(4) Placing Compost Blanket The first paragraph is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The tackifier shall be applied immediately after the application of compost to prevent compost from leaving the composted area. 8- 01.3(5) Placing Plastic Covering The second and third paragraphs are revised to read: Clear plastic covering shall be used to promote seed germination when seeding is performed outside of the Dates for Application of Final Seed in Section 8- 01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and maintained in a way that prevents water from , cutting under the plastic and prevents the plastic cover from blowing open in the wind. City of Federal Way Safety Improvement Projects A -24 RFB #13 -108 , June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shall not flow through the check dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. Check dams shall be placed perpendicular to the flow of water and installed in accordance with the Standard Plans. The outer edges shall extend up the sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Check dams shall meet the requirements in Section 9- 14.5(4). 8- 01.3(6)A Geotextile- Encased Check Dam This sections content including title is deleted. 8- 01.3(6)B Quarry Spall Check Dam This sections content including title is deleted. 8- 01.3(6)C Sandbag Check Dam This sections content including title is deleted. 8- 01.3(6)D Wattle Check Dam This sections content including title is deleted. 8- 01.3(6)E Coir Log This sections title is revised to read: 8- 01.3(6)A Coir Log 8- 01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. All quarry spa[[ material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8- 01.3(9)B Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read: Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time ' City of Federal Way Safety Improvement Projects A -25 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS they are in use. Rock material used for filter berms shall meet the grading requirements in Section 9- 03.9(2), but shall not include any recycled materials as outlined in Section 9- 03.21. 8- 01.3(9)C Straw Bale Barrier This section including title is revised to read: 8- 01.3(9)C Vacant 8- 01.3(11) Vacant This section including title is revised to read: 8- 01.3(11) Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. All quarry spall material used for outlet protection shall be free of extraneous material and meet the gradation requirements in Section 9 -13.6. 8- 01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8-01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. The twelfth paragraph (after the preceding amendment is applied) is revised to read: Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre by ground slope measurement or through the use of design data This section is supplemented with the following: Outlet Protection will be measured per each initial installation at an outlet location. 8 -01.5 Payment The bid item "Straw Bale ", per each is deleted. City of Federal Way Safety Improvement Projects A -26 RFB #13 -108 ' June 2013 n AMENDMENTS TO THE STANDARD SPECIFICATIONS The bid item "_Erosion Control Blanket ", per square yard is deleted. The bid item "Soil Binder or Tacking Agent", per acre is deleted. This section is supplemented with the following: "Outlet Protection ", per each. The unit Contract price per each for "Outlet Protection" shall be full payment for all costs incurred to complete the Work. `Tackifier", per acre. ' The unit Contract price per acre for "Tackifier" shall be full payment for all costs incurred to complete the Work. "Biodegradable Erosion Control Blanket", per square yard. ' The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work. ' 8- 02.AP8 Section 8 -02, Roadside Restoration April 1, 2013 In this section, "psiPE" is revised to read "PSIPE ". ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -27 8- 02.3(2) Roadside Work Plan The first sentence in the second paragraph is revised to read: ' The Roadside Work Plan shall also include a copy of the approved progress schedule. The sub paragraph titled "Progress Schedule" is deleted. ' 8- 02.3(4)C Topsoil Type C In this section, "9- 14.1(2)" is revised to read "9- 14.1(3) ". ' 8- 02.3(8) Planting Item number 1 in the second paragraph is revised to read: ' 1. Non - Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1. East of the summit of the Cascade Range - October 1 to November 15. ' 8 -02.5 Payment The paragraph following bid item "Coarse Compost", per cubic yard" is revised to read: ' Contract for "Fine Compost", Medium Compost" or The unit price per cubic yard "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the ' existing soil. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -27 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 03.AP8 Section 8-03, Irrigation Systems April 2, 2012 8- 03.3(7) Flushing and Testing The fifth paragraph is deleted. 8- 04.AP8 Section 8 -04, Curbs, Gutters, and Spillways April 2, 2012 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub - section: 8- 04.3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. 8 -04.4 Measurement This section is supplemented with the following: Roundabout splitter island nosing curb will be measured per each. 8 -04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb ", per linear foot is deleted. This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb ", per each. The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. 8- 07.AP8 Section 8 -07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: City of Federal Way Safety Improvement Projects A -28 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8 -07 Precast Traffic Curb ' 8 -07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated ' in the Plans or as staked by the Engineer. 8 -07.2 Materials The material reference `Block Traffic Curb 9- 18.3" is deleted from this section. The referenced section for the following item is revised to read: Paint 9 -34.2 8- 07.3(1) Installing Curbs The fifth and seventh paragraphs are deleted from this section. 8 -07.4 Measurement The first paragraph is deleted from this section. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -29 8 -07.5 Payment The following bid items are deleted from this section: "Type A Precast Traffic Curb ", per linear foot. ' "Type C Precast Traffic Curb ", per linear foot. "Type A Block Traffic Curb ", per linear foot. "Type C Block Traffic Curb ", per linear foot. ' 8- 11.AP8 Section 8 -11, Guardrail August 6, 2012 8- 11.3(1)D Removing Guardrail and Guardrail Anchor ' The first two sentences in the first paragraph are revised to read: Removal of the various types of guardrail shall include removal of the rail, cable ' elements, hardware, and posts, including transition sections, expansion sections, terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shall include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly. 8 -11.4 Measurement The seventh paragraph is revised to read: ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -29 AMENDMENTS TO THE STANDARD SPECIFICATIONS Measurement of removal of guardrail will be by the linear foot measured along the line of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8 -11.5 Payment The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as described in Section 8- 11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. 8- 12.AP8 Section 8 -12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Engineer". 8 -12.2 Materials This section is supplemented with the following: Paint 9- 08.1(2)B 8- 12.3(1)A Posts The words "for Type 3 and Type 4 fences" and `on Type 3 and Type 4 fences" are deleted from this section. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to - leave no voids. The seventh paragraph is deleted. The ninth paragraph is revised to read: Steep slopes or abrupt topography may require changes in various elements of the fence. It shall be the responsibility of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph is revised to read: City of Federal Way Safety Improvement Projects A -30 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS All round posts shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 8- 12.3(1)B Top Rail This section's content including title is deleted and replaced with: 8- 12.3(1)B Vacant 8- 12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8- 12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. 8- 12.3(1)D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1 -inch above the ground and on a ' straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. ' The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the -top and ' bottom tension wires as may be applicable, spaced at 24 -inch intervals. 8- 12.3(1)E Chain Link Gates ' The third paragraph is deleted. 8- 12.3(2)A Posts ' In the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. IThe fourth sentence in the sixth paragraph is replaced with the following two sentences: ' City of Federal Way Safety Improvement Projects A -31 11 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. , The tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner ' satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. The eleventh paragraph is deleted. ' 8 -12.5 Payment ' The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to read. The unit Contract price per linear foot for "Chain Link Fence Type _" shall be full payment for all costs for the specified Work including brace post installation and all other requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain Link Fence ", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate ", per each: The unit Contract price per each for "Double 14 Ft. Chain Link Gate ", "Double 20 Ft. Chain Link Gate ", and "Single 6 Ft. Chain Link Gate ", shall be full payment for all costs for the specified Work. The paragraph following the item "Wire Fence Type ", per linear foot is revised to read The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. The paragraph following the item "Access Control Gate ", per each is revised to read: The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work. City of Federal Way Safety Improvement Projects A -32 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 8- 15.AP8 Section 8 -15, Riprap ' April 2, 2012 8 -15.1 Description ' The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed ' riprap. 8- 20.AP8 ' Section 8 -20, Illumination, Traffic Signal Systems, And Electrical April 1, 2013 8- 20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements for the specified class, be cast - in -place concrete and be constructed in accordance with Sections 6 -02.2 and 6 -02.3. Concrete for Type 11, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 40008 Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9 -07. 8- 20.3(5) Conduit This sections content is deleted and replaced with the following new sub - sections: 8- 20.3(5)A General The ends of all conduit, metallic and nonmetallic, shall be reamed to remove burrs and rough edges. Field cuts shall be made square and true. The ends of unused conduits shall be capped. When conduit caps are removed, the threaded ends of metal conduit shall be provided with approved conduit bushings and non -metal conduit shall be provided with end bells. Reducing couplings will not be permitted. Existing conduit in place scheduled for installation of new conductor(s) shall first have any existing conductor(s) removed and a cleaning mandrel shall be pulled through. The existing conduit shall then be prepared subject to the same requirements outlined in this paragraph, for new conduit and innerduct, unless otherwise indicated in the plans. All new conduit and all innerduct shall be blown clean with compressed air. Then in the presence of the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, shall be pulled through to ensure that the raceway has not been deformed. This shall ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -33 AMENDMENTS TO THE STANDARD SPECIFICATIONS be done prior to pulling wire or fiber optic cable and after final assembly is in place. Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans. As soon as the sizing mandrel has been pulled through innerduct, a 200 -lb minimum tensile strength pull string shall be installed and attached to duct plugs at both ends. When conduit is installed for future use, as soon as the bushing or end bell has been installed and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped. 8- 20.3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cable or conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12- inches above the conduit unless otherwise detailed in the Plans. Detectable Underground Warning Tape shall extend 2 -feet into boxes or vaults. Splicing of the tape shall be in accordance with tape manufacturer's recommended materials and procedures. Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable. When open trenching is used, the location wire shall be placed in continuous lengths directly above the conduit. Where conduit is installed by other methods, the Location Wire shall be attached to the outside of the conduit with electrical tape placed at minimum 18 -inch intervals. Location Wire shall extend 12 -feet into boxes or vaults. Splices shall be crimped using a non - insulated butt splice, soldered and covered with moisture - blocking heat shrink. 8- 20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit ITS conduit and both ends of conduit runs entering cabinets, with the exception of the 1/2 inch grounding conduit, shall be sealed with self expanding water proof foam or mechanical plugs; unless otherwise required. At other locations conduit shall be sealed with Duct Seal. Outer -duct conduit with non factory assembled innerduct shall be sealed around the innerduct with self - expanding waterproof foam. Outer -duct conduit with factory assembled innerduct shall be sealed around the innerduct with a multiplex expansion plug. Innerduct containing one cable shall be plugged using an expandable split plug. Innerduct with multiple cables shall be sealed with self - expanding waterproof foam. Duct plugs shall be installed in all unused inner -ducts (those that are specified as empty) at the time of conduit installation. Duct plugs shall be installed in all used inner -ducts (as specified in the Plans), at the time of conduit installation, unless cable pulling for those inner -ducts will commence within 48- hours. Installation shall conform to the manufacturer's recommendations. Foam sealant shall be installed with the following additional requirements: 1. Penetration of the sealant into the conduit or duct shall be limited using a high temperature backer rod material or rag. 2. Penetration of the sealant into the conduit shall be limited to 1 -inch. 3. The foam sealant shall not project outside the end of the conduit or duct. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -34 AMENDMENTS EN T THE STANDARD SPECIFICATIONS AM DM O ' Where open trenching is allowed and conduit with innerduct is installed, a p g maximum of 1000 -feet of continuous open trench will be allowed unless otherwise approved by the Engineer. 8- 20.3(5)6 Conduit Type Conduit shall be PVC, high density polyethylene (HDPE), rigid metal conduit (RMC) or liquid tight flexible metal depending on the application. Rigid metal conduit (RMC) shall be installed at the following locations: Within railroad right of way. 2. All pole risers, except when otherwise required by owning utilities. 3. All surface- mounted conduit, with the exception of electrical service utility poles. 4. All runs within slip form placed concrete. ' Service lateral runs shall be Schedule 80 PVC except when otherwise required by owning utilities. Conduit installed using the plowing method, shall be schedule 80 high- ' density polyethylene (HDPE). Conduit runs, including outer -duct, that enter the traveled way or shoulders, shall be Schedule 80 high - density polyethylene (HDPE), Schedule 80 PVC, or rigid metal ' conduit (RMC). Conduit runs, including outer -duct, which do not enter the traveled way or shoulders, ' shall be Schedule 80 high- density polyethylene (HDPE), Schedule 40 PVC or rigid metal conduit (RMC). ' Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. Except as described under Non - Metallic Conduit, unless otherwise indicated in the ' Plans or Standard Plans, the same type of conduit shall be used for the entire length of the run, from outlet to outlet. ' Innerduct shall have a smooth wall non ribbed interior surface, with factory pre - lubricated coating. ' Innerduct within the Traveled Way or Shoulders and innerduct which is not factory installed shall be schedule 40 high- density polyethylene (HDPE). The innerduct shall be continuous with no splices. Innerduct which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit beyond each end of the outer -duct and shall ' be allowed to finish contracting for 21 calendar days before it is terminated. Innerduct shall be terminated with end bells flush to 1/4 inch out of the outer -duct and the space between the outer -duct and innerduct shall be sealed with rodent and moisture resistant ' foam designed for this application and installed in accordance with the manufacturer's recommendations. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -35 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 20.3(5)B1 Rigid Meta! Conduit Slip joints or running threads will not be permitted for coupling metallic conduit; however, running threads will be permitted in traffic signal head spiders and rigid metal conduit (RMC) outer -duct. When installing rigid metal conduit (RMC), if a standard coupling cannot be used, an approved three -piece coupling shall be used. Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conforming to Section 9- 08.1(2)B. The paint shall have a minimum wet film thickness of 3 -mils. The painted coating shall cover the entire coupling or fitting. The threads on all metal conduit shall be rust -free, clean, and painted with colloidal copper suspended in a petroleum vehicle before couplings are made. All metallic couplings shall be tightened so that a good electrical connection will be made throughout the entire length of the conduit run. If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling. Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings. Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 24nches beyond the inside wall face. (for the installation of grounded end bushing and bonding.) Rigid metal conduit (RMC) entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a minimum 1 -inch overlap for 12- inches on each side of the concrete face. Pipe wrap tape shall be • installed in accordance with the manufacturer's recommendations. Rigid metal conduit (RMC) bends shall have a radius consistent with the requirements of Code Article 344.24 and other articles of the Code. Where factory bends are not used, conduit shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable. Where the coating on galvanized conduit has been damaged in handling or installing, such damaged areas shall be thoroughly painted with paint conforming to Section 9- 08.1(2)B. Metal conduit ends shall be threaded and protected with a snug fitting plastic cap that covers the threads until wiring is started. 8- 20.3(5)B2 Non - Metallic Conduit Where non - metallic conduit is installed, care shall be used in excavating, installing, and backfilling, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage. PVC conduit ends shall be terminated with end bell bushings. PVC or HDPE conduit entering cable vaults and pull boxes shall terminate with the end bell flush with the inside walls of the Structure. Non - metallic conduit bends, where allowed, shall conform to Article 352.24 of the Code. Eighteen -inch radius elbows shall be used for PVC conduit of 2 -inch nominal City of Federal Way Safety Improvement Projects A -36 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS diameter or less. Standard sweep elbows shall be used for PVC conduit with greater than 2 -inch nominal diameter unless otherwise specified in the Plans. In nonmetallic conduit less than 2 -inch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than 1/4-inch diameter or width. In nonmetallic conduit of 2 -inch nominal diameter or larger, pull ropes or flat tapes for wire installation shall be not less than 1/2-inch diameter or width. When HDPE conduit is used for directional boring, it shall be continuous, with no joints, for the full length of the bore. The conduit run shall be extended to the associated outlets with the same schedule HDPE or PVC conduit. Entry into associated junction box outlets shall be with the same schedule PVC conduit and elbows. The same requirements apply for extension of an existing HDPE conduit crossing. PVC conduit and elbows shall be connected to HDPE conduit with an approved mechanical coupling. The connection shall have minimum' pullout strength of 700 - pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared with a clean, straight edge. A water -based pulling lubricant may be applied to the threaded end of the mechanical coupling before installation. Solvent cement or epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the mechanical coupling. The mechanical coupling shall be rotated until the HDPE conduit seats approximately 3/a of the distance into the threaded coupling depth. For PVC installation through a directional bore, the PVC shall be in rigid sections assembled to form a watertight bell and spigot -type mechanical joint with a solid retaining ring around the entire circumference of the conduit installed in accordance with the manufacturer's recommendations. The conduit run shall be extended beyond the length of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC conduit of the same schedule. The same requirements apply for extension of an existing PVC conduit Roadway crossing. PVC conduit shall be assembled using the solvent cement specified in Section 9- 29.1. Conduit ends shall be protected with a snug fitting plastic cap until wiring is started. Conduit caps, end bells and the section of PVC between the coupling and end bell bushing in cabinet foundations shall be installed without glue. 8- 20.3(5)C Conduit Size ' The size of conduit used shall be as shown in the Plans. Conduits smaller than 1 -inch electrical trade size shall not be used unless otherwise specified, except that grounding conductors at service points may be enclosed in 1/2-inch-diameter conduit. Conduit between light standards, PPB, PS, or Type 1 poles and the nearest junction ' box shall be the diameter specified in the Plans. Larger size conduit is not allowed at these locations. At other locations it shall be the option of the Contractor, at no expense to the Contracting Agency, to use larger size conduit if desired, provided that junction ' box or vault capacity is not exceeded. Where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -37 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Conduit runs with innerduct, shall have 4 -inch outer -duct and shall be installed with four ' 1 -inch innerduct unless otherwise indicated in the plans. 8- 20.3(5)D Conduit Placement Conduit shall be laid so that the top of the conduit is a minimum depth of: 1. 24- inches below the bottom of curb in the sidewalk area. , 2. 24- inches below the top of the roadway base. ' 3. 48- inches below the bottom of ties under railroad tracks unless otherwise specified by the railroad company. ' 4. 36- inches below finish grade when installed using conduit plowing method. 5. 24- inches below the finish grade in all other areas. ' Conduit entering through the bottom of a junction box shall be located near the end walls to leave the major portion of the box clear. At all outlets, conduit shall enter from ' the direction of the run, terminating 6 to 8- inches below the junction box lid and within 3- inches of the box wall nearest its entry location. Conduit runs shown in the Plans are for Bidding purposes only and may be relocated ' with approval of the Engineer, to avoid obstructions. 8- 20.3(5)D1 Surface Mounting ' Where surface mounting of conduit is required, supports shall consist of channel with clamps sized for the conduit. Support spacing shall comply with the Code, with the exception that spacing of channel supports for conduit shall not exceed 5 -feet. ' The minimum distance between adjacent clamps and between the clamp and the end of the channel supports shall be 1 -inch. Channel supports shall be installed with stops, to prevent clamps from sliding out of the ends. ' 8- 20.3(5)D2 Structures All conduits attached to or routed within bridges, retaining walls, and other structures shall be equipped With approved expansion, deflection, and/or combination expansion/deflection fittings at all expansion joints and at all other joints where structure movement is anticipated, including locations where the Contractor, due to construction ' method, installs expansion and /or construction joints with movement. All conduit fittings shall have movement capacity appropriate for the anticipated movement of the Structure at the joint. Approved deflection fittings shall also be installed at the joint ' between the bridge end and the retaining wall end, and the transition from bridge, wall, or other structure to the underground section of conduit pipe. 8- 20.3(5)E Method of Conduit Installation ' Conduit shall be placed under existing pavement by approved directional boring, jacking, or drilling methods at locations approved by the Engineer. The pavement shall not be disturbed unless allowed in the Plans or with the approval of the Engineer in the ' City of Federal Way Safety Improvement Projects A -38 RFB #13 -108 ' June 2013 r-1 AMENDMENTS TO THE STANDARD SPECIFICATIONS event obstructions or impenetrable soils are encountered. High density polyethylene (HDPE) conduit runs, which enter the traveled way or shoulders, shall be installed using the directional boring method. 8- 20.3(5)E1 Open Trenching When open trenching is allowed, trench construction shall conform to the following: 1. The pavement shall be saw -cut a minimum of 3- inches deep. The cuts shall be parallel to each other and extend 2 -feet beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide a minimum cover for conduit of 24- inches below the top of the roadway base 4. Trench width shall be 8- inches or the conduit diameter plus 2- inches, whichever is larger. 5. Trenches located within paved Roadway areas shall be backfilled with Controlled density fill (CDF) meeting the requirements of Section 2- 09.3(1)E. The controlled density fill shall be placed level to, and at the bottom of, the existing pavement. The pavement shall be replaced with paving material that matches the existing pavement. 6. On new construction, conduit shall be placed prior to placement of base course pavement. 8- 20.3(5)E2 Conduit Plowing All conduit plowing. shall be supervised by a licensed electrical Contractor. The starting point shall be anchored or held such that conduit movement at the start of the plowing operation is kept to a minimum. The conduit reel shall be mounted on the vehicle such that conduit movement is kept to a minimum once it is in the ground. Use of a stationary reel is not allowed. The feed shoe shall have rollers which conform to the conduit at a radius of not less than 15 times the diameter of the conduit. The conduit will not be permitted to pass over stationary guides nor over rollers or sheaves, which will permit a bend radius of less than 15 times conduit diameter. The width of the tooth and feed shoe shall not exceed the conduit diameter by more than 2- inches The conduit shall be installed using a continuous reel, with no joints, for the full length of the conduit run, unless conduit splicing is allowed as indicated below. If an obstruction is encountered that cannot be plowed through, the following remedies shall be attempted in order: 1. Contractor shall stop the plowing operation and attempt to remove the obstruction. If the obstruction is removed, plowing operations shall continue along the approved path. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -39 AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. Deviations of up to one foot from the projected path may be authorized by the Engineer, provided the new route does not result in total conduit run bends exceeding NEC requirements. Deviations in excess of one foot from the projected path are not allowed and the maximum taper rate is 1- inch per linear foot of conduit. 3. The Contractor may request approval to intercept the installed conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC requirements. Connection between the sections shall be accomplished using an approved fusion splicing method, which is compatible with the conduit manufacturer's recommendations. 4. Where none of the above remedies are successful, all conduit installed so far in that run shall be removed and a new plow path established to avoid the obstruction. In the event of a breakage, all conduit installed in that run shall be removed. The conduit run shall be extended to the associated outlets, subject to the same requirements indicated when HDPE is installed using the directional boring method. The depth of installation shall be continually adjusted as necessary to compensate for changes in terrain. Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 36- inches below the finish grade with the exception that the conduit shall be swept up to enter the knock outs of associated pull boxes or cable vaults. The plow placing the conduit shall be marked at a proper distance above the plow's conduit exit point to indicate when the minimum installation depth is not met. The mark shall be visible from a safe distance from the plowing operation when it is exposed above ground. While plowing this mark must remain below ground level at all times, with the exception of the entry and exit points at the end of the run, in order to ensure that minimum burial depth of the conduit is achieved. If the depth mark on the plow comes above ground, the Contractor shall stop the plowing operation and attempt to correct the placement depth. If the conduit depth can be verified to meet the minimum burial requirements at the location where the depth mark came above ground, the plowing operation shall resume subject to the Engineers approval. The compacted surface shall be firm, non - yielding, and result in a finished surface that matches the lines and grades of the terrain prior to plowing. 8- 20.3(5)E3 Boring Bore pits shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. Directional boring, jacking or drilling pits shall be a minimum of 2 -feet from the City of Federal Way Safety Improvement Projects A -40 RFB #13 -108 ' June 2013 I ' ONS AMENDMENTS TO THE STANDARD SPECIFICATI edge of any type of pavement, unless otherwise approved by the engineer. Excessive use of water that might undermine the pavement or soften the Subgrade will not be permitted. When approved by the Engineer, small test holes may be cut in the pavement to ' locate obstructions. When the Contractor encounters obstructions or is unable to install conduit because of soil conditions, as determined by the Engineer, additional Work to place the conduit will be paid in accordance with Section 1 -04.4. 8- 20.3(5)E4 Directional Boring Directional boring for electrical installations shall be supervised by a licensed electrical contractor in accordance with Section 8- 20.1(1). Where directional boring is called for, conduit shall be installed using a surface - launched, steerable drilling tool. Drilling shall be accomplished using a high - pressure fluid jet tool -head. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system that measures the depth, lateral position, and roll shall be used to guide the tool - head when creating the pilot hole. Once the pilot hole is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduits being installed. Conduit that is being pulled into the boring shall be installed in such a manner that the conduit is not damaged during installation. The pullback force on the conduit shall be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall be used to remove any excess spoils generated during the installation. Excess drilling fluid and spoils shall be disposed of. The method and location used for disposal of excess drilling fluid and spoils shall be subject to the Engineer's approval. Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils - removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8- 20.3(5)E5 Boring with Casing Where boring with casing is called for, the casing shall be placed using an auger inside the casing to remove the soil as the casing is jacked forward. The auger head shall proceed no more than 4- inches ahead of the pipe being jacked. Boring operations shall be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious contaminants. The space between the conduit and casing shall be plugged with sandbags and a grout seal 12- inches thick at each end of the casing. Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner. Grout shall conform to Section 9- 20.3(4). In lieu of sandbags and grout, unopened prepackaged concrete and grout may be used to seal the casing. Material shall not be removed from the boring pit by washing or sluicing. ' City of Federal Way Safety improvement Projects RFB #13 -108 June 2013 A -41 AMENDMENTS TO THE STANDARD SPECIFICATIONS All joints shall be welded by a Washington State certified welder. Welding shall conform to AWS D 1.1 -80 Structural Welding Code, Section 3, Workmanship. 8- 20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. 8- 21.AP8 Section 8 -21, Permanent Signing January 7, 2013 8 -21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9- 28.11. 8- 21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable requirements of Section 6 -03 and 9 -06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop; under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- galvanized in accordance with AASHTO M 111. 8- 21.3(9)B Vacant This section including title is revised to read: 8-21.3(9)6 Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6 -03 and 8- 21.3(9)F. Section 8- 21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: 1. The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6 -01.9. The submittal shall include the method of releasing and City of Federal Way Safety Improvement Projects A -42 RFB #13 -108 ' June 2013 J 1 � I F1 L i AMENDMENTS TO THE STANDARD SPECIFICATIONS removing the temporary supports and falsework without inducing loads and stress into the sign bridge. 2. The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. 3. The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. 8- 21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. The ninth paragraph (after implementing the preceding Amendment) is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Section 8- 21.3(9)A. If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1- 07.13, provided the following conditions are satisfied: The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1 -05.3. The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. ' City of Federal Way Safety Improvement Projects A -43 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C. 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6- 02.3(24)C to provide clearance for the anchor bolt array. Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400 -psi. Item number 4 in the twelfth paragraph (after implemented the preceding Amendments) is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments). is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8 -21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying ", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. it and "Cantilever Sign Structure No. ". 8- 22.AP8 Section 8 -22, Pavement Marking January 7, 2013 8- 22.3(3)D Line Applications The last paragraph is supplemented with the following: City of Federal Way Safety Improvement Projects A -44 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Grooved line avement marking shall not be constructed on bridge decks or on bridge p g approach slabs. ■ 8- 22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: Grinding to remove painted markings is not allowed. Grinding to remove plastic marking is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. 8 -22.4 Measurement ' The items "Painted Wide Line" and "Plastic Wide Line" are deleted from the fourth paragraph. The sixth paragraph is revised to read: Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4 -inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed. Crosswalk line will be measured by the square foot of marking installed. The following two new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking ". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8 -inch or 12 -inch wide line installed. 8 -22.5 Payment The bid items "Painted Wide Line ", per linear foot and "Plastic Wide Line ", per linear foot are deleted from this section. This section is supplemented with the following two new bid items: "Painted Crosshatch Marking ", per linear foot. "Plastic Crosshatch Marking ", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8 -22. 8- 25.AP8 Section 8 -25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted. ' City of Federal Way Safety Improvement Projects A -45 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8- 12.3(1)A. The last paragraph is revised to read: All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post. Line posts shall have tops designed to carry the top tension wire. 8- 25.3(5) Tension Cables This sections content including title is deleted: 8- 25.3(6) Fittings, Attachments, and Hardware This sections content including title is deleted. 8- 29.AP8 Section 8 -29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following: 8 -29 Wire Mesh Slope Protection 8 -29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or established by the Engineer. 8 -29.2 Materials. Materials shall meet the requirements of Section 9 -16.4. 8 -29.3 Construction Requirements 8-29.3(l) Submittals The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a minimum of seven calendar days prior to beginning the work. The wire mesh slope protection plan shall include the following: 1. Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as completed by an independent testing laboratory within 60 calendar days of the wire mesh slope work. 2. Working drawings for the temporary yoke or load frame to be used for anchor proof testing in accordance with Section 6 -01.9. City of Federal Way Safety Improvement Projects A -46 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3. Plans and details for assembling wire mesh and erecting the assembled mesh ■ on the slope. All costs for the Work required for Submittals shall be included in the unit Bid price ■ detailed in Section 8 -29.5. 8- 29.3(2) Anchors - ' The Contractor shall install anchors of the type shown in the Plans and in conformance with the layout shown in the Wire Mesh Protection Plan as described in Section 8- 29.3(1). The spacing and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon review of the wire mesh, slope protection plan, the ■ Engineer may arrange the spacing to better hold the wire mesh against the slope. Backfill material shall be thoroughly compacted with a mechanical compactor. ■ The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the minimum allowable anchor capacity specified in the Plans. Proof testing of anchors shall be performed against a temporary yoke or load frame. No part of the temporary ■ yoke or load frame shall bear within three feet of the anchor being tested. For vertical pullout proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes with no loss of load. Anchors that fail this criterion shall be replaced and ■ retested. If more than three anchors fail, the Contractor shall proof test all anchors. 8-29 3(3) Wire Rope All wire rope loops shall include a thimble. No wire rope splicing will be allowed. 8-29.3(4) Wire Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown in- the ■ Plans. High tensile steel fasteners on the vertical seams shall be staggered across width of the seam. Horizontal splices joining 2 rolls of mesh shall be made by overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires ■ through every mesh opening or using 4 rows of high tensile steel fasteners placed on approximately 3 -inch spacing. All top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibility of falling material ■ hanging up in the folds. The bottom of the mesh shall be located as shown in the Plans. The ends of all lacing wires shall be secured to the mesh with a minimum of 11h- turns. ■ The wire mesh shall not be tensioned in any direction, but is to remain loose so as to increase its dampening effect on rolling rocks. The Contractor shall use care in the handling and installing of the wire mesh and wire rope. Any mesh or wire rope damaged ■ due to the Contractor's operations shall be replaced by the Contractor at no expense to the Contracting Agency. 8 -29.4 Measurement ■ Measurement of anchors will be per each for the completed anchor. Anchor types will not be differentiated. ■ City of Federal Way Safety Improvement Projects A -47 RFI3 #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Wire mesh slope protection will be measured by the square foot of wire mesh erected on the slope. There will be no deduction made for overlapping the wire mesh material as required. for splices or for coverage due to variations in the slope or ground conditions. ' 8 -29.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following Bid items ' that are included in the Proposal: "Wire Mesh Slope Protection Anchor", per each. ' The unit Contract price per each for `Wire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described In Sections 8- 29.3(1) and 8- 29.3(2). "Wire Mesh Slope Protection ", per square foot ' The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for all costs for the Work described in Section 8- 29.3(3) and 8- 29.3(4). 9- 02.AP9 ' Section 9 -02, Bituminous Materials January 7, 2013 ' 9-02.4 Anti - Stripping Additive This section is revised to read: ' Anti - stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL). , 9- 03.AP9 Section 9 -03, Aggregates ' April 1, 2013 9- 03.1(1) General Requirements ' The eighth paragraph is deleted. 9 -03.8(4) Blending Sand This sections including title is revised to read: ' Vacant 9 -03.13 Backfill for Sand Drains ' This section is supplemented with the following: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 ' percent by weight of wood waste. _ 9- 03.13(1) Sand Drainage Blanket The last paragraph is revised to read: City of Federal Way Safety Improvement Projects A -48 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9- 03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. 9- 03.14(2) Select Borrow Note' is deleted. Note 2 is re- numbered Note', including the reference in the table. 9- 03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section including title is revised to read: Gravel Borrow for Structural Earth Wall All backfill material within the reinforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: All percentages are by weight Property Geosynthetic Reinforcement Metallic Reinforcement Sieve Size Percent Passing Percent Passim 4 Reinforcement 99 -100 2 Requirements 75 -100 1 1/4 " 99 -100 35 percent max. F, 90 -100 No. 4 50 -80 50 -80 No. 40 30 max. 30 max. No. 200 7.0 max. 7.0 max. Sand Equivalent 50 min. 50 min. All percentages are by weight Property Test Method Geosynthetic Metallic Reinforcement Reinforcement Requirements Requirements Los Angeles Wear AASHTO T 96 35 percent max. 35 percent max 500 rev. Degradation Factor WSDOT Test Method T 15 min. 15 min. 113 Resistivity WSDOT Test Method T 3,000 ohm -cm, 417 min. pH WSDOT Test Method 4.5 -9 5 -10 113 Chlorides AASHTO T 291 100 ppm max. Sulfates AASHTO T 290 200.ppm max. ' City of Federal Way Safety Improvement Projects A -49 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS If the resistivity of the gravel borrow equals or exceeds 5,000 ohm -cm, the specified chloride and sulfate limits may be waived. Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 9- 03.21(1) General Requirements The first sentence in the first paragraph is revised to read: Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used as, or blended uniformly with naturally occurring materials for aggregates. 9- 03.21(1)C Vacant This section including title is revised to read: 9- 03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M -318. 9- 03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. 9- 04.AP9 Section 9-04, Joint And Crack Sealing Materials January 7, 2013 9 -04.2 Joint Sealants This section is supplemented with the following new sub - sections: 9- 04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. City of Federal Way Safety Improvement Projects A -50 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. 9 -04.10 Crack Sealing —Rubberized Asphalt This section is deleted. 9 -04.11 Butyl Rubber and Nitrile Rubber This sections number is revised to read: 9 -04.10 9- 05.AP9 Section 9 -05, Drainage Structures, Culverts, and Conduits January 7, 2013 9 -05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 9 -05.0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. ' Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material. ' 9- 05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 Inch) ' This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. ' 9- 05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 60 Inch) This section is supplemented with the following: ' Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density t Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. ' 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) This section is supplemented with the following: ' City of Federal Way Safety Improvement Projects A -51 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -Inch Through 60 Inch Diameter Maximum), Couplings, and Fittings This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer". The second paragraph is revised to read: Joints for corrugated polyethylene culvert pipe shall be made with either a bell/bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer". The first paragraph is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and, fittings shall meet the requirements of AASHTO M 294 Type S or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory welded. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density City of Federal Way Safety Improvement Projects A -52 RFB #13 -108 , June 2013 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. ' 9 -05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe ' This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell /bell or bell and spigot coupling ' and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub - sections: 9- 05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. . 2. For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9- 05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches: ASTM F2736. 2. For pipe sizes from 30 to 60 inches: ASTM F2764. 3. Fittings shall be factory welded, injection molded or PVC. ' City of Federal Way Safety Improvement Projects A -53 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 06.AP9 Section 9 -06, Structural Steel and Related Materials April 1, 2013 9 -06.5(3) High Strength Bolts In this section, " AASHTO M 291" is revised to read "ASTM A 563 ", " AASHTO M 164" is revised to read "ASTM A 325 ", " AASHTO M 293" is revised to read "ASTM F 436 ", " AASHTO M 253" is revised to read "ASTM A 490 ", and " AASHTO M 298" is revised to read "ASTM B 695 ". 9 -06.5(4) Anchor Bolts In this section, " AASHTO M 291" is revised to read "ASTM A 563 9- 07.AP9 Section 9 -07, Reinforcing Steel August 6, 2012 9 -07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. 9- 10.AP9 Section 9 -10, Piling April 2, 2012 9 -10.4 Steel Pile Tips and Shoes In the first paragraph "ASTM A 148 Grade 60 -90" is revised to read "ASTM A 148 Grade 90- 60". 9- 13.AP9 Section 9 -13, Riprap, Quarry Spalls, Slope Protection, & Rock for Erosion and Scour Protection and Rock Walls April 1, 2013 9- 13.5(1) Semi -Open Concrete Masonry Units Slope Protection In this section, "ASTM C 90" is revised to read "ASTM C 1319 ". 9- 14.AP9 Section 9 -14, Erosion Control and Roadside Planting January 7, 2013 9 -14.3 Fertilizer The second sentence in the first paragraph is revised to read: City of Federal Way Safety Improvement Projects A -54 RFI3 #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water - soluble potash or sulfur in the amounts specified. 9- 14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9- 14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Barium — < 80 mg/kg Boron — < 160 mg/kg Cadmium — < 2 mg/kg Total Chromium — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 30 mg/kg Zinc — < 30 mgtkg Water Holding ASTM D 7367 800 percent minimum Capacity 9- 14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9- 14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9- 14.4(8) Compost The second paragraph is revised to read: Compost production and quality shall comply with WAC 173 -350 and for biosolids composts, WAC 173 -308. The third paragraph is to read: Compost products shall meet the following physical criteria: ' City of Federal Way Safety Improvement Projects A -55 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -13, "Sample Sieving for Aggregate Size Classification ". Fine compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 I$" 90 100 1 /a 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: f Sieve Size Percent Passim Minimum Maximum 1" 100 I$" 85 100 1 /a" 70 85 Note Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 2" 100 1" 90 100 3/" 70 100 1/4" i 40 60 Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of `Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, "1:5 Slurry pH ". City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 A -56 t AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (1-01) ". 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity." 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 -mg CO2 —C /g OM/day or below in accordance with U.S. Composting Council TMECC 05.08 -13 "Carbon Dioxide Evolution Rate ". 8. The compost product shall originate from organic waste as defined in WAC 173 350 as "Type 1 Feedstocks ", "Type 2 Feedstocks ", and/or "Type 3 Feedstocks ". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08 -E "Solvita® Maturity Index". Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and coarse compost shall score a 5 or above on the Solvita® Compost Maturity Test. 9- 14.4(8)A Compost Approval This section's title is revised to read: 9- 14.4(8)A Compost Submittal Requirements The first sentence in this section up until the colon is revised to read: The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph, is revised to read: 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173 -308 ( Biosolids Management). City of Federal Way Safety Improvement Projects A -57 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 14.5(1) Polyacrylamide (PAM) The fourth sentence is replaced with the following two new sentences: The minimum average molecular weight shall be greater than 5 -mg /mole. The charge density shall be no less than 15 percent and no greater than 30 percent. 9- 14.5(2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following: 9- 14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span not to exceed 2 years. The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9- 14.5(2)B, 9- 14.5(2)C and 9- 14.5(2)D. 9- 14.5(2)A Approval and Acceptance of Biodegradable Erosion Control Blankets The erosion control blanket may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The modified acceptance criteria are defined in the QPL for each material. 9- 14.5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area Light ASTM D 6567 44 % maximum Penetration Tensile Strength ASTM D 6818 10.0 x 6.0 pounds/inch minimum MD x XD* - City of Federal Way Safety Improvement Projects A -58 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1(H:V) Table 7 Properties ASTM Test Method Slope Flatter than 3:1 Performance in ASTM D 6460 Requirements Protecting ASTM D 6459 C factor = 0.15 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM'D 6475 7.6 oz. /sq. yd. minimum Area Light ASTM D 6567 40% maximum Penetration Tensile Strength ASTM D 6818 6.5 x 2.3 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)D Biodegradable Erosion Control Blanket for Ditches Table 8 Properties Test Method , Requirements Performance in ASTM D 6460 Limiting Shear (TLim;t) = 2.0 psf City of Federal Way Safety Improvement Projects A -59 RFB 413 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS"* Limiting Velocity Mim;t) = 7.5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. yd. minimum Area Light ASTM D 6567 65 % maximum Penetration ' Tensile Strength ASTM D 6818 9.6 x 3.2 Ibs /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9- 14.5(4) Check Dams All materials used for check dams shall be non -toxic and not pose a threat to wildlife when installed. This section is supplemented with the following new sub - sections: 9- 14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9- 14.5(5) Compost Sock Check Dam 9- 14.5(6) Coir Log Check Dam 9- 14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1. Made of natural plant fiber. 2. Netting if present shall be biodegradable. 9- 14.5(4)B Non - biodegradable Check Dams Non - biodegradable check dams shall meet the following requirements: City of Federal Way Safety Improvement Projects A -60 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Geotextile materials shall conform to section 9 -33 for silt fence. 2. Other such devices that fulfill the requirements of section 9- 14.5(4) and shall be approved by the Engineer prior to installation. 9- 14.6(1) Description In item No. C in the fourth paragraph, "22- inch" is revised to read "2- inch ". 9- 15.AP9 Section 9 -15, Irrigation System April 1, 2013 9- 15.1(2) Polyvinyl Chloride Pipe and Fittings In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785 ". 9- 16.AP9 Section 9 -16, Fence and Guardrail January 7, 2013 9- 16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: Except as noted otherwise, post material shall conform to the requirements of AASHTO ' M 181, Type 1 (zinc- coated steel), Grade 1 or 2, and shall include all round and roll - formed material (line posts, brace posts, end posts, corner posts, and pull posts). H 0 0 The last sentence in the fourth paragraph is deleted. 9- 16.1(1)C Tension Wire and Tension Cable This section including title is revised to read: 9- 16.1(1)C Tension Wire. Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. 9- 16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. 9- 16.1(2) Approval This section is deleted. 9- 16.2(2) Approval This section is deleted. ' City of Federal Way Safety Improvement Projects A -61 I I RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 16.4(2) Wire Mesh This section is revised to read: The galvanized wire mesh shall be a Style 1 double - twisted conforming to ASTM A 975 with 8 by 10 opening, except when a chloride coating is required then the Style shall be a Style 3. hexagonal mesh colorized, polyvinyl The longitudinal edges of the wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975. 9- 16.4(3) Wire Rope This section is revised to read: Wire rope shall be 3 /a- inch - diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM A 1023. 9- 16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop- forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 lbs; and meet performance requirements of Federal Specification RR -C -271 D Type VI. Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet performance requirements of Federal Specification FF- T -276b Type 11. Wire rope clips shall have drop- forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF -C -450 Type I Class 1. 9- 16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9- 16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire shall consist of 9 gauge, zinc - coated steel wire conforming to ASTM A 641. 9- 16.4(6) Grout This section including title is deleted. 9- 16.4(7) Anchor This section including title and section number is revised to read: 9- 16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conforming to either Section 9 -07.2 or Section 9- 07.11. Threaded City of Federal Way Safety Improvement Projects A -62 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS bar ground anchors shall be either epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3 or galvanized after fabrication in accordance with ASTM A 767 Class I. Hollow -core anchor bars shall have continuous threads /deformations and be fabricated from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9- 07.11. Nuts shall be galvanized after fabrication in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Section 9- 20.3(2). Concrete for soil anchor deadmen shall be either commercial concrete conforming to 8 Section 6- 02.3(2)B or Class 3000 conforming to Section 6 -02. Steel reinforcing bars for soil anchor deadmen shall conform to Section 9 -07.2, and shall be epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3. 9- 16.6(3) Posts This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2 1/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. Posts provided for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post. All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12 -inch piece cut from each end of the galvanized member. 9- 16.6(5) Cable This section including title is revised to read: City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -63 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 16.6(5) Vacant 9- 16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: 9- 16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back -up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer 3/. -inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, 1/2 inch diameter, with standard take -up of 6 inches and provided with % inch diameter pins. 9- 16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be % inch by cinch nominal. Stretcher bars shall be 3/6 inch by 3/a inch nominal or 5 /1s inch diameter round bar nominal. A 5/16 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5- percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. 9- 18.AP9 Section 9 -18, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 9-18 Precast Traffic Curb 9 -18.3 Block Traffic Curb This section including title is revised to read: 9 -18.3 Vacant 9- 20.AP9 Section 9 -20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9- 20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9- 20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45". City of Federal Way Safety Improvement Projects A -64 RFB #13 -108 ' June 2013 F L ' ME T THE STANDARD SPECIFICATIONS AMENDMENTS O STAN 9- 23.AP9 ' Section 9 -23, Concrete Curing Materials and Admixtures April 2, 2012 I 9-23.2 Liquid Membrane- Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention ". ' 9- 28.AP9 Section 9 -28, Signing Materials and Fabrication April 1, 2013 ' 9- 28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read 0 "ASTM F 436 ". 9- 29.AP9 ' Section 9 -29, Illumination, Signal, Electrical April 1, 2013 9- 29.1(4) Non - Metallic Conduit ' This section is supplemented with the following new sub - section: ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -65 9- 29.1(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9- 29.1(2)A 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes ' The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting ' Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will ' advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. ' 9- 29.2(1) Standard Duty and Heavy -Duty Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs: The Contractor shall provide shop drawings for all components, including the concrete box, and Lid and the shop drawings shall show placement of reinforcing steel. The shop drawing shall be prepared by (or under the direct supervision of) a Professional ' Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -65 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(1)A Standard Duty Junction Boxes The sub - paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3, or hot -dip galvanized in accordance with AASHTO M 111. All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. Slip - reisistant lids and frames shall be hot dip galvanized. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs 3/ by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel City of Federal Way Safety Improvement Projects A -66 RFB #13 -108 ' June 2013 IAMENDMENTS TO THE STANDARD SPECIFICATIONS Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM All 011 Grade SS Handle &Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9 -06.15 Lid ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawing Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts ASTM A 36 steel or ASTM A 1011 Grade ' 9- 29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy -Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C. The Heavy -Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: r v Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft-lb at 40 degrees F. ASTM A 572 grade 50 or ASTM A 588, both Frame and stiffener with min. CVN toughness of 20 ft-lb at 40 plates degrees F Handle ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with approved shop drawing Hinges and Locking and In accordance with approved shop Latching Mechanism drawings Hardware and Bolts ' City of Federal Way Safety Improvement Projects A -67 I[] RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be loaded to failure. 7. A brief description of type and location of failure. The third paragraph is revised to read: For non - concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title City of Federal Way Safety Improvement Projects A -68 RFB #13 -108 ' June 2013 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be ' furnished to the Contracting Agency certifying that the box and cover me e t o r exceed the loading requirements for a non - concrete junction box, and shall include the following ■ information: 1. Product identification. ' 2. Date of testing. 3. Description of testing apparatus and procedure. ' 4. All load deflection data. ' 5. Weight of box and cover tested. The first paragraph following the title `Testing for the Standard Duty Non - Concrete Junction Boxes" is revised to read: Non- concrete Junction Boxes shall be tested as defined in the ANSI /SCTE 77 -2007 Tier ' 15 test method with test load minimum of 22,500 lbs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non - concrete junction box installed. ' 9- 29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: ' Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy -Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as ' shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, ' Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional ' Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: ' 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -69 AMENDMENTS TO THE STANDARD SPECIFICATIONS 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vault/box concrete lid by welding headed studs 3/ by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3 or hot -dip galvanized in accordance with ASTM M 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot -dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle Support ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A 193, type 304 or 316, or Stainless steel grade 302, 304, 316 per City of Federal Way Safety Improvement Projects A -70 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C for Heavy -Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials approved shop drawing Hinges and Locking In accordance with approved shop Mechanism Hardware drawings and Bolts Section 9- 05.15(1). 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C for Heavy -Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Cover Section 9- 05.15(1). Ring Section 9- 05.15(1) Anchors (studs) Section 9 -06.15 Bolts, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, 316 in accordance with approved shop drawing ' 9- 29.6(2) Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563 ", "AASHTO M 164" is revised to read "ASTM A 325 ", and "AASHTO M 293" is revised to read "ASTM F 436. ' 9- 29.6(5) Foundation Hardware "AASHTO M 291" is revised to read "ASTM A 563 ". 9 -29.10 Luminaires The third paragraph is revised to read: i fl All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall be 3 inches square with Gothic bold, black 2 -inch legend on colored background. Background color shall be gold for high- pressure sodium and red for metal halide, and white for induction light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9- 29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted. ' City of Federal Way Safety Improvement Projects A -71 fl RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9 -29.13 Traffic Signal Controllers This section and all sub - sections including title is revised to read: 9 -29.13 Control Cabinet Assemblies Control cabinet assemblies shall include all necessary equipment and auxiliary equipment for controlling the operation of traffic signals, programmable message signs, illumination systems, ramp meters, data stations, CCTV, and similar systems as required for the specific application. Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009 as defined in this specification. 9- 29.13(1) Environmental, Performance, and Test Standards for Solid -State Traffic Controller Assemblies The scope of this Specification includes the controller of solid -state design installed in a weatherproof controller cabinet. The controller assembly includes the cabinets controller unit, load switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters,, vehicle detectors, coordination equipment and interface, and preemption equipment. NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards. Normal operation will be required while the control assembly is subjected to any combination of high and low environmental limits (such as low voltage at high temperature with high repetition noise transients). All other control equipment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009. The Contractor shall furnish to the Contracting Agency all guarantees and warranties furnished as a normal trade practice for all control equipment provided. 9- 29.13(2) Manufacturing Quality The fabricator of the Control, cabinet Assemblies shall perform quality control (QC) inspections based on their QC program. Their QC program shall be submitted and approved by WSDOT at least annually. The fabricator of the controller shall certify that the controller meets all requirements of the Standard Specifications and Special Provisions for the specific application. The QC program shall include, but not be limited to, the following: Quality Statement 2. Individual responsible for quality (organizational chart) 3. Fabrication procedures 4. Test procedures 5. Documented inspection reports City of Federal Way Safety Improvement Projects A -72 RFB #13 -108 June 2013 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS 6. Documented test reports 7. Certification package 9- 29.13(2)A Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. The supplier shall: 1. Seven days prior to shipping, arrange appointment for controller cabinet assembly, and testing at the WSDOT Materials Laboratory or the facility designated in the Special Provisions. 2. Assembly shall be defined as but not limited to tightening all screws, nuts and bolts, verifying that all wiring is clear of moving parts and properly secured, installing all pluggables, connecting all cables, Verify that all Contract required documents are present, proper documentation is provided, and all equipment required by the Contract is installed. 3. The assembly shall be done at the designated WSDOT facility in the presence of WSDOT personnel. 4. The supplier shall demonstrate that all of the functions required by this Specification and the Contract Plans and Special Provisions perform as intended. Demonstration shall include but not be limited to energizing the cabinet and verifying that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Provisions) operate in accordance with Section 9- 29.13. The supplier shall place the controller in minimum recall with interval timing set at convenient value for testing purposes. Upon a satisfactory demonstration the controller assembly will then be accepted by WSDOT for testing. 5. If the assembly and acceptance for testing is not complete within 5 working days of delivery, the Project Engineer may authorize the return of the assembly to the supplier, with collect freight charges to the supplier. 6. The Contractor will be notified when the testing is complete, and where the assembly is to be picked -up for delivery to the project. 7. The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. A failure shall be defined as a component that no longer functions as intended under the conditions required or does not meet the requirements of the Contract Specifications and is at the soul discretion of WSDOT. 8. Any part or component of the controller assembly, including the cabinet that is rejected shall not be submitted for use by WSDOT or any City or County in the State of Washington. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -73 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 29.13(3) Traffic Signal Controller The traffic signal controller shall conform to the Contract requirements and the applicable Specifications as listed below: All solid -state electronic traffic - actuated controllers and their supplemental devices shall employ digital timing methods. A. NEMA control and all auxiliary equipment shall conform to current NEMA TS1 or TS2 Specification. Every pin of every connecting plug shall be utilized as described within the NEMA requirement, except that those pins identified as "spare" or "future" shall remain unused. B. Type 170E controllers shall conform to the TEES. The 170E controller shall be provided with a program card, one blank ROM chip, and two 64K non - volatile memory chips. C. Type 170E/HC -11 controllers shall conform to the current Oregon Department of Transportation Specification for model 170E/HC -11 controller. The 170E controller with the HC11 chip shall be compatible with the software specified in the Contract. The controller shall be provided with one ROM chip and one 64K non - volatile memory chip. D. Vacant E. Type 2070 controllers shall conform to the TEES. The standard 2070 controller shall consist of the following: 2070 2070E 2070N1 2070 -5 VME cage 2070 -1 E CPU 2070 -1 E CPU 2070 -1 E CPU Card Card Card 2070 -36 Front 2070 -313 2070 -313 Front Panel Panel Front Panel 2070 -4 Power 2070 -4 Power 2070 -4 Power SuppIv Supply Supply 2070 -2A Field 2070 -2A Field 2070 -213 Field 1/0 1/O 1/O X X 2070 -8 Interface 9- 29.13(4) Traffic - Signal Controller Software All traffic signal controllers shall operate with software specified in the contract. Traffic - actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. If the complete traffic controller defined in the Special Provision requires NTCIP compliance the following are the minimum requirements for NTCIP operation. City of Federal Way Safety Improvement Projects A -74 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Communication The traffic controller hardware and software shall communicate with the central computer in a polled multi -drop operation. In the polled multi -drop operation, several traffic controllers shall share the same communication channel, with each controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A traffic controller shall only reply to messages labeled with its ID. In polled multi -drop mode, traffic controllers never initiate communication, but merely transmit their responses to messages from the central computer. A laptop computer connected to the traffic controller's local communication port shall have the same control and diagnostic capabilities as the central computer. However, local laptop control capability shall be limited to that traffic controller. NTCIP Requirements The traffic controller software shall comply with the National Transportation Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. The traffic controller software shall support the following standards: 1. NTCIP 1101, Simple Transportation Management Framework (STMF), Conformance Level 1 (Simple Network Management Protocol (SNMP)) 2. NTCIP 2001, Class B Profile. All serial ports on the device shall support communications according to these standards. 3. NTCIP 2101, SP -PMPP /RS232 Point -to -Multi -Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP -Null Transport Profile Null (TP -NULL) The traffic controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, Global Object Definitions, and NTCIP 1202, Object Definitions for Actuated Traffic Signal Controller Units. Software shall implement the following conformance groups: NTCIP 1202, Object Definitions for ASC Conformance Group Reference Configuration 1201 2.2 Time Management Time Base Event Schedule Report 2.5 Phase 1202 2.2 Rings 2.8 Detector 2.3 Unit 2.4 Preempt 2.7 City of Federal Way Safety Improvement Projects A -75 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Time Base 2.6 Coordination 2.5 Channel 2.9 Overlaps 2.10 The software shall implement the following optional objects: Objects required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or enumerated listing indicated in the object's SYNTAX field and/or through descriptive text in the object's description field. The following list indicates the modified object requirements for these objects. Object Name Object ID Minimum Requirements Global Configuration moduleType Value 3 Database Management dBCreateTransaction All Values dBErrorType All values Time Management IobslDa li htSavin s Values 2 and 3 Timebase Events Schedule maxTimeBaseSchedule Entries 16 MaxDa Plans 15 MaxDa Events 10 Report maxEventLo Con ifs 50 MventConfi Mode Values 2 thru 5 mventConfi Action Values 2 and 3 MaxEventLo Size 255 MaxEventClasses 7 PMPP maxGrou Address 2 ASC Phase maxPhases 8 pPhaseStadp Values 2 thru 6 haseO tions All Values maxPhaseGrou s 1 Rings maxRin s 2 maxSe uences 16 Detector maxVehicleDetectors 64 vehicleDetectorO tions All Values maxPedestrianDetector 8 Unit unitAutoPedestrianClear All Values unitControlStatus All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 Special Function maxS ecialFunctionsOut uts 8 Coordination coordCorrection Mode Values 2 thru 4 coordMaximumMode Values 2 thru4 coordForceMode Values 2 and 3 City of Federal Way Safety Improvement Projects A -76 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS * values in excess of the minimum requirement are considered to meet the specification. Documentation Software shall be supplied with all documentation on a CD. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1) format shall be provided on CD -ROM: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer - specific version of the official MIB Module with the non- ' standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension "spc ". ' 3. A MIB Module of all manufacturer - specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. ' 9- 29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation of signal displays. ' Controllers and cabinets shall be programmed for flashing red displays for all approaches. During flashing operation, all pedestrian circuits shall be de- energized. ' City of Federal way Safety Improvement Projects A -77 RFB #13 -108 June 2013 maxPatterns 48 patternTableType Either 2,3 or 4 maxS lits 16 s IitMode Values 2 thru 7 IocalFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 Preempt maxPreem is 4 reem tControl All Values reem tState Values 2 thru 9 Overlaps maxOverla s 4 overlapType Value 2 and 3 max0verlapstatusGroup 1 Channels maxChannels 16 channelControlGroup Values 2 thru 4 channelFlash Value 0,2,4,6,8,10,12 and 14 channelDim Values 0 thru 15 maxChannelStatusGroup 2 TS 2 Port 1 maxPortAddresses 18 ortiTable Values 2 and 3 * values in excess of the minimum requirement are considered to meet the specification. Documentation Software shall be supplied with all documentation on a CD. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1) format shall be provided on CD -ROM: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer - specific version of the official MIB Module with the non- ' standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension "spc ". ' 3. A MIB Module of all manufacturer - specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. ' 9- 29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation of signal displays. ' Controllers and cabinets shall be programmed for flashing red displays for all approaches. During flashing operation, all pedestrian circuits shall be de- energized. ' City of Federal way Safety Improvement Projects A -77 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Actuated traffic signal control mechanisms shall be capable of entry into flash operation and return to stop -and -go operation as follows: 1. Terminal Strip Input (Remote Flash). When called as a function of a terminal strip input, the controller shall provide both sequenced entry into flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traffic Control Devices. 2. Police Panel Switch. When the flash- automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; and, the controller shall have a stop time input applied. When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop- and -go operations at the beginning of major street green. 3. Controller Cabinet Switches. When the flash- automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately revert to flash; however, the controller shall not have a stop time input applied. When the flash- automatic switch is placed in the automatic position, the controller shall immediately time a 6 second all red period, then resume stop- and -go operation at the beginning of the major green. 4. Power Interruption. On "NEMA" controllers any power interruption longer than 475 plus or minus 25 milliseconds, signals shall re- energize consistent with No. 2 above to ensure an 6- second flash period prior to the start of major street green. A power interruption of less than 475 plus or minus 25 milliseconds shall not cause resequencing of the controller and the signal displays shall re- energize without change. Type 170 controllers shall re- energize consistent with No. 2 above after a _power interruption of 1.75 plus or minus 0.25 seconds. The 6- second flash period will not be required. Any power interruption to a 2070 type controller shall result in a 6 second flash period once power is restored. 5. Conflict Monitor. Upon detecting a fault condition the conflict monitor shall immediately cause the signal to revert to flash and the controller to stop time. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of major street green. 9- 29.13(6) Emergency Preemption Immediately after a valid call has been received, the preemption equipment shall cause the controller to terminate the appropriate phases as necessary with the required clearance intervals and enter any programed subsequent preemption sequence. Preemption sequences shall be as noted in the Contract. City of Federal Way Safety Improvement Projects A -78 RFB #13 -108 ' June 2013 11 .1 1 r u AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 29.13(7) Wiring Diagrams Schematic wiring diagrams of the controllers, cabinets and auxiliary equipment shall be submitted when the assemblies are delivered. The diagram shall show in detail all circuits and parts. The parts shall be identified by name or number in a manner readily interpreted. Two hard copies of the cabinet wiring diagram and component wiring diagrams shall be furnished with each cabinet and a pdf file of the cabinet wiring and component drawings. The schematic drawing shall consist of a single sheet, detailing all circuits and parts, not to exceed 52- inches by 72- inches. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons and a phase diagram. 9- 29.13(8) Generator Transfer Switch When specified in the contract, A generator transfer switch shall be included.. The Generator Transfer Switch shall be capable of switching power from a utility power source to an external generator power source. The Transfer Switch enclosure shall be of identical materials and dimensions and installation methods as the Police Panel type enclosure specified in the first paragraph of Special Provision 9- 29.13(10)D except that the enclosure door shall include a spring loaded construction core lock capable of accepting a Best 6 -pin CX series core. The core lock shall be installed with a green construction core. Upon contract completion, two master keys for the construction core shall be delivered to the Engineer. The enclosure shall include the following Transfer Switch equipment: One Nema 1-5 -30P Flanged Inlet generator connector 2. One Utility power indicator light 3. One generator indicator light 4. Two 30 amp, 120 volt, single pole, single phase, circuit breakers. One circuit breaker shall be labeled "Generator' and the other circuit breaker shall be labeled "Utility ". Both labels shall be engraved phenolic name plates. 5. A mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time. The circuit breakers shall be capable of being independently switched. 6. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve. 7. The enclosure door shall be labeled with the letters "GTS ". ' City of Federal Way Safety Improvement Projects A -79 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 29.13(9) Vacant 9- 29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9- 29.13(10)A Auxiliary Equipment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic - actuated controllers: 1. A solid -state Type 3 NEMA flasher with flash- transfer relay which will cut in the flasher and isolate the controller from light circuits. See Section 9- 29.13(5) for operational requirements. 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the plans), each pedestrian phase and preemption sequence indicated in the Contract. Type P & R cabinets shall include a fully wired 16- position back panel. Solid -state load switches shall conform to NEMA standards except only optically isolated load switches will be allowed. Load switches shall include indicator lights on the input and output circuits. The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre - empts, four overlaps (OL A, B, C, D). 3. A power panel with: a. A control - display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum. b. A 15 ampere accessory breaker wired parallel to the control display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc. c. A busbar isolated from ground and unfused for the neutral side I of power supply. d. A radio interference suppresser installed at the input power ' point. Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a ' frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations. The interference filters furnished shall be hermetically sealed in a substantial case filled ' with a suitable insulating compound. Terminals shall be nickel plated, 10 -24 brass studs of sufficient external length to provide space to connect two 8 AWG wires, and shall be so mounted that they cannot be turned in the case. ' City of Federal Way , Safety Improvement Projects RFB #13 -108 June 2013 A -80 AMENDMENTS TO THE STANDARD SPECIFICATIONS Ungrounded terminals shall be insulated from each other and shall maintain a surface leakage distance of not less than Y2-inch between any exposed current conductor and any other metallic parts with an insulation factor of 100 -200 megohms dependent on external circuit conditions. Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of the Underwriters' Laboratories and the Radio Manufacturers Association. ' e. A Surge Protection Device connected to the controller power circuit for protection against voltage abnormalities of 1 cycle or less duration. The Surge Protection Device shall be a solid state high energy circuit containing no spark gap, gas tube, or crow ' bar component. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral. If the protection circuits fail, they shall fail to an open ' circuit condition. The minimum interrupting capacity shall be 10,000 Amps. The Voltage Protection Rating shall be 600 volts or less when subjected to an impulse of 6,000 volts, 3,000 amp ' source impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall dissipate a 13,000 Amp or greater repeated single peak 8/20 microsecond current ' impulse, and withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry to prevent self - induced regenerative ringing. There shall be a failure warning indictor which shall illuminate a red light or ' extinguish a green light when the device has failed and is no longer operable. ' f. Cabinet ground busbar independent (150K ohms minimum) of neutral. ' 4. A police panel located behind the police panel door with a flash automatic switch and a control - display power line on -off switch. See Section 9- 29.13(5) for operational requirements. ' 5. An auxiliary control panel located inside the controller cabinet with a flash- automatic switch and a controller on -off switch. See Section 9- ' 29.13(5) for operational requirements. A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault interrupter shall also be provided on the panel. ' 6. A conflict monitor conforming to NEMA standards. See Section 9- 29.13(5) for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The ' unit shall be wired in a manner such that the signal will revert to flash if the conflict monitor is removed from service. City of Federal Way Safety Improvement Projects A -81 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn -out. Supplemental loads shall be installed on the control side of the field terminals. Conflict monitors shall include a minimum of one indicator light for each phase used. The monitoring capacity of the unit shall be compatible with the controller frame size. Conflict monitors shall include a program card. 7. A "Detector Panel ", as specified in Standard Specification Section 9- 29.13(10)B, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 8. Insulated terminal blocks of sufficient number to provide a termination for all field wiring. A minimum of 12 spare terminals shall be provided. Field wire connection terminal blocks shall be 600 volt, heavy duty, barrier type, except loop detector lead -ins, which may be 300 volt. The 600 volt type - terminal strips shall be provided with a field -side and a control -side connector separated by a marker strip. The 300 volt type shall have a marker strip, installed on the right side of vertical terminal strips or below horizontal terminal strips. The marker strip shall bear the circuit number indicated in the plans and shall be engraved. Each connector shall be a screw type with No. 8 post capable of accepting no less than three 12 AWG wires fitted with spade tips. City of Federal Way Safety Improvement Projects A -82 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9. A vent fan with adjustable thermostat. The minimum CFM rating of the fan shall exceed three times the cabinet volume. 10. VACANT 11. All wiring within the cabinet, exclusive of wiring installed by the signal controller manufacturer, shall have insulation conforming to the requirements of Section 9 -29.3. Cabinet wiring shall be trimmed to eliminate all slack and shall be laced or bound together with nylon wraps or equivalent. All terminals, shall be numbered and permanently identified with PVC or polyolefin wire marking sleeve consistent with the cabinet wiring diagram provided by the signal controller manufacturer and the Contract. The cabinet will be completely wired so that the only requirement to make a field location completely operational is to attach field power and ground wiring. Internal cabinet wiring shall not utilize the field side connections of the terminal strip intended for termination of field wires. 12. Cabinet wiring diagram and component wiring diagrams meeting the requirements of 9- 29.13(7) shall be furnished with each cabinet. Each cabinet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wiring diagrams. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons; and a phase diagram. 13. Each vehicle detector amplifier, video detection output channel pedestrian call isolation unit, phase selector, discriminator, and load switch shall be identified with semi - permanent stick -on type label. The following information shall be included: City of Federal Way Safety Improvement Projects a. Vehicle Detector Amplifier Channel 1. Loop number 2. Assigned phase(s) b. Ped Call isolation Unit 1. Push button number 2 , Assigned phase(s) c. Load Switches 1. Signal head number A -83 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. Assigned phase(s) d. Phase Selectors Circuit Letter 2. Phase(s) called The label shall be placed on the face of the unit. It shall not block any switch, light, or operational words on the unit. The lettering on this label shall be neat, legible, and easily read from a distance of approximately 6 -feet. 9- 29.13(10)B Auxiliary Equipment for Type 170E, 2070 Assemblies The following requirements apply to required auxiliary equipment furnished with Type 170E, 170E -HC -11 and 2070 controllers: A. Flashers, flash transfer relays, conflict monitor, AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxiliary control panel switches shall conform to the requirements noted in the TEES. B. Flashing operation shall conform to Section 9- 29.13(5), except the 6 second flash period described in Item 2 of that section will not be required. Emergency preemption shall conform to Section 9- 29.13(6). C. Input and output terminals shall be installed with a marking strip with field wire numbers noted in the Contract embossed on the strip. All cabinet and field conductor shall have a PVC or polyolefin wire marking sleeve installed, matching the input and output terminals above. Marking on sleeves shall be embossed or type written. D. The input panel terminal blocks TB 2 through TB 9 and associated cable to the input files as described in the TEES shall be provided in all control assemblies. E. Supplemental load resistor, not less than 2000 ohms and not greater than 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn -out. An individual supplemental load resistor shall be installed within the output file, and shall be installed on each of the following terminal circuits: FT1 -105 SP 4P -Y FT1 -111 SP 8P -Y FT2 -114 SP 2P -Y FT2 -120 SP 6P -Y FT2 -117 SP 3 -Y FT2 -118 SP 3 -G FT2 -123 SP 7 -Y FT2 -124 SP 7 -G FT3 -126 SP 1 -Y FT3 -127 SP 1 -G FT3 -132 SP 5 -Y FT3 -133 SP 5 =G City of Federal Way Safety Improvement Projects A -84 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS F. Load switches of sufficient quantity to fully populate the output files shall conform to TEES and shall have indicator lights on input and output circuits. G. A detection panel, which shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. H. A "Detector Termination and Interface Panel' shall be provided. When viewing the cabinet from the back, the panel shall be located on the ' upper left hand side of the cabinet. The panel shall be electrically located between the "detection Panel' and the C -1 connector. The panel shall utilize insulated terminal blocks and each connector shall ' be a screw type with post. I. Each switchpack socket shall have pin 11 common to Nutral. ' J. The AC input Service Panel Assembly (SPA), line voltage filter, transient surge protection and all neutral bus bars and equipment ground bus bars shall be on the right side of the cabinet, mounted no ' more that 18 inches from the bottom of the cabinet when viewed from the rear, and meet the requirements described in TEES. ' K. The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink tipped and labeled for the correct corresponding terminal as CH -13Y /CMU -8, CH- ' 14Y /CMU -11, CH -15Y /CMU -K, CH -16Y /CMU -N. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -85 AMENDMENTS TO THE STANDARD SPECIFICATIONS L. An "Absence Of Red Programming Assembly" shall be provided. There shall be provided on the back panel of the output file, 17 accessible jumper plug attachment areas, made up of three male pins per position (one, for each conflict monitor channel and one for red enable function). Each jumper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels. The connection between the red monitor board and the conflict monitor shall be accomplished via a 20 pin ribbon cable and the industry standard P -20 connector that attaches on the front panel of the monitor. It shall be possible, by inserting and positioning one of the 16 jumper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor. There shall be installed on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable signal into the conflict monitor. During stop -and -go operation, 120VAC is sent via pin #20 on the P20 connector to enable red failure monitoring on the conflict monitor by having the connector moved to the side labeled "Red Enable". If this is disengaged by moving the connector to the side labeled "Red Relay", then 120VAC is removed from pin #20, and the conflict monitor will no longer monitor for red fail faults. The red enable function will also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor will not monitor for red fail faults. M. Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring. The neutral bus bars shall be of the style in which a lug is not needed to be applied to the neutral field wire(s). All of the neutral bars shall be secured in accordance with the TEES. All neutral bars shall be at the same electrical potential. N. The main breaker on the SPA shall be provided with a cover to prevent accidental tripping. The cover shall be removable and replaceable without the use of tools. VACANT O. Equipment Branch Breaker —The duplex receptacle on the rear of either PDA #2L or 3L shall be wired in parallel with the ground fault current interrupt receptacle on the front of the power supply. The ground fault current interrupt receptacle being in the "Test" mode shall not remove power to the rear receptacle. 9- 29.13(10)C NEMA Controller Cabinets Each NEMA traffic controller shall be housed in a weatherproof cabinet conforming to the following requirements: City of Federal Way Safety Improvement Projects A -86 RFB #13 -108 e June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Construction shall be of 0.073 -inch minimum thickness series 300 stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The stainless steel shall be annealed or one- quarter- hardness complying with ASTM A666 stainless steel sheet. Cabinets may be finished inside with an approved finish coat of exterior white enamel. If no other coating is specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall be furnished with front and rear doors. 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable %hithout turning, tilting, or rotating or relocating one device to remove another. A 24 slot rack or racks shall be installed. The rack(s) shall be wired for 2 channel loop detectors and as follows. Slots 1 & 2 phase 1 loop detectors. Slots 3, 4, & 5 phase 2 loop detectors. Slots 6 & 7 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop detectors. Slots 11 & 12 phase 5 loop detectors. Slots 13, 14, & 15 phase 6 loop detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 lower phase 5 detector. Slot 22 wired for a 2 channel discriminator channels A, C. Slot 23 wired for a 2 channel discriminator, channels B, D. Slot 24 wired for a 4 channel discriminator, wired for channel A, B, C, and D. All loop detector slots shall be wired for presence /pulse detection /extension. If an external power supply is required in order for the entire racks(s) to be powered it shall be installed. All rack(s) slots shall be labeled with engraved identification strips. 3. Additional detection utilizing the "D" connector shall be installed in accordance with the Contract. The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in an upright position with a clearance of at least 3- inches from the vent fan and filter to allow for proper air flow. In no case shall more than 70 percent of the cabinet volume be used. There shall be at least a 2 -inch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 4. The cabinet shall have an air intake vent on the lower half of the front door, with a 12 -inch by 16 -inch by 1 -inch removable throw away filter, secured in place with a spring - loaded framework. 5. The cabinet door(s) shall be provided with: a. Cabinet doors shall each have a three point latch system. Locks shall be spring loaded construction locks capable of accepting a Best 6 pin core. A 6 pin construction core of type (blue, green, or Red) specified in the contract shall be installed in each core lock. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -87 AMENDMENTS TO THE STANDARD SPECIFICATIONS One core removal key and two standard keys shall be included with each cabinet and delivered to the Engineer. b. A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock. Two police keys with shafts a minimum of 13/4- inches long shall be provided with each cabinet. c. All doors and police panel door shall have one piece, closed cell, neoprene gaskets. d. A two position doorstop assembly. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. Lighting shall be ceiling mounted and oriented parallel to the door face. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures shall energize whenever any door is opened. Each door switch shall be labeled "Light". 9- 29.13(10)D Cabinets for Type 170E and 2070 controllers Type 170E and 2070 controllers shall be housed in a model 332L cabinet unless specified otherwise in the contract. Type 332L cabinets shall be constructed in accordance with TEES with the following modifications: 1. Each door shall be furnished with the equipment listed in Standard Specifications 9- 29.13(10)C item 5 above. 2. The cabinet shall be furnished with auxiliary equipment described in Standard Specification 9- 29.13(10)B. 3. The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9- 29.13(10)C, Item 1 above. Painted steel, painted or anodized aluminum is not allowed. 4. A disposable paper filter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metal filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth of the cover shall not be more than 0.5" inch to provide the filter to be flush against the door. No incoming air shall bypass the filter element. 5. Field wire terminals shall be labeled in accordance with the Field Wiring Chart. City of Federal Way Safety Improvement Projects A -88 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs. Tubular bulbs shall be contained within a shatterproof lamp cover. Led strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be one fixture for each rack within the cabinet. Lighting shall be ceiling mounted and oriented perpendicular to the door face. Rack mounted lights are not allowed. Lighting shall be positioned such that the fixture is centered between the front and rear of the cabinet. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. Each lighting fixture shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled "Light". 7. One drawer shelf, as shown in the TEES 8. 332D Controller Cabinet a. The 332D Controller cabinet shall have the appearance of two Type 332 controller cabinets joined at opposing sides. The outside Dimensions of the cabinet shall be 67" High X 48 1/2" Wide X 30 1/4" Deep. b. The right side of the cabinet, as viewed from the front, shall be considered the Signal Control side. The left side of the cabinet, when viewed from the front, shall be considered the ITS /COMM side. ' c. One police access panel shall be installed on the right side of the cabinet, as viewed from the front. d. Two cabinet lights shall be provided one on each side and as described in section 9- 29.13(10)D.6 ' e. Vacant f. The Traffic Signal Control side of the cabinet shall contain the ' Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications. The Traffic Signal Control side of the cabinet shall also meet all the additional equipment requirements of the Type 332 Signal ' Controller cabinet as indicated in the contract specifications. g. The ITS /COMM side of the cabinet shall contain ITS and Communication equipment and shall be furnished with the following: 1. One controller shelf unit, mounted 36 inches from the bottom of the cabinet opening to the front of the cabinet and ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -89 AMENDMENTS TO THE STANDARD SPECIFICATIONS attaching to the front rails of the EIA rack, shall be provided. The shelf shall be fabricated from aluminum and shall contain a rollout flip -top drawer for storage of wiring diagrams and manuals. 2. One aluminum sheet metal panel, 1 /8 "x 15 "x 54 ", shall be installed to the rear of the cabinet on the right hand (when facing the front) side railing. 3. Additional ITS and Communication equipment as described in the Contract Plans and the ITS section of the Contract Special Provisions. 9- 29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets designated for use as a traffic data or ramp meter shall be Type 334L cabinets furnished to meet the TEES with the modifications listed in Section 9- 29.13(10)D and include the following accessories: 1. Each cabinet shall be equipped with a fully operable controller equipped as specified in the Contract Provisions. 2. Two input files, shall be provided. 3. The PDA #3L shall contain three Model 200 Load Switches. A second transfer relay, Model 430, shall be mounted on the rear of the PDA I #3L and wired as shown in the Plans. 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be ' labeled POLICE CONTROL, ON -OFF. 5. Display Panel A. General Each cabinet shall be furnished with a display panel. The panel shall be mounted, showing and providing detection for inputs and specified ' controller outputs, at the top of the front rack above the controller unit. The display panel shall be fabricated from brushed aluminum and constructed according to the detail in the Plans. ' B. Text All text on the detector panel shall be black in color and silk screened t directly to the panel except the Phenolic detector and cabinet nameplates. A nameplate for each loop shall be engraved with a 1/4-inch nominal text according to the ITS Field Wiring Charts. The nameplates shall be permanently affixed to the detector panel. C. LEDs ' City of Federal Way Safety Improvement Projects A -90 RFB #13 -108 ' June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS The LEDs for the display panel shall meet the following Specifications: Case size T 1 -3 /a Viewing angle 500 minimum Brightness 8 Milli candelas LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or green in color. All other LEDs shall be red. All LEDs shall have tinted diffused lenses. D. Detector panel Control Switch Each display panel shall be equipped with one detector display control switch on the panel with labels and functions as follows: ON Detector panel LEDs shall operate consistent with their separate switches. OFF All detector indicator LEDs shall be de- energized. Detector calls shall continue to reach the controller. TEST All detector indicator LEDs shall placed to the controller. illuminate and no calls shall be E. Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows: AUTOMATIC Sign Relay shall energize upon ground true call from controller. SIGN OFF Sign Relay shall de- energize. SIGN ON Sign Relay shall energize. F. Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes t 10% from the 170E/HC11 controller and have a DPDT contact rating not less than 10 amperes. A 1 N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode terminal shall be connected to terminal #7 of the relay as labeled in the Plans. The relay shall energize when the METERING indicator LED is lit. ' City of Federal Way Safety Improvement Projects A -91 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS G. Detector Input Indicators One LED and one spring - loaded two- position SPST toggle switch shall be ' provided for each of the 40 detection inputs. These LEDs and switches shall function as follows: TEST When the switch is in the test position, a call shall be placed to the controller and energize the associated LED. The switch shall ' automatically return to the run position when it is released. RUN ,In the run position the LEDs shall illuminate for the duration of each call to the controller. H. Controller Output Indicators The display panel shall contain a series of output indicator LEDs mounted below the detection indicators. The layout shall be according to the detail in the Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. The output indicator LEDs shall have resistors in series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current. The anode connection of each LED to +24 VDC shall be wired through the resistor. I. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 and P2 connectors shall be 50 -pin cannon D series, or equivalent 50 pin connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans. The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans. 6. Model 204 Flasher Unit Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher unit mounted on the right rear side panel. The flasher shall be powered from T1 -2. The outputs from the flasher shall be wired to T1 -5 and T1 -6. 7. Fiber Optic Patch Panel ' The Contractor shall provide and install a rack - mounted fiber optic patch panel as identified in the Plans. City of Federal Way Safety Improvement Projects A -92 RFB #13 -108 , June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS Cabinet Wiring Terminal blocks TB1 through T139 shall be installed on the Input Panel. Layout and position assignment of the terminal blocks shall be as noted in the Plans. Terminals for field wiring in traffic data and /or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following: Terminal Block Pos. Terminal and Wire Numbers Connection Identification TBS 501 -502 AC Power, Neutral T1 -2 641 Sign on T1 -4 643 Sign off T1 -5 644 Flasher Output NC T1 -6 645 Flasher Output NO T4 -1 631 Lane 3 - Red T4 -2 632 Lane 3 — Yellow T4 -3 633 Lane 3 — Green T4 -4 621 Lane 2 - Red T4 -5 622 Lane 2 - Yellow T4 -6 623 Lane 2 — Green T4 -7 611 Lane 1 — Red T4 -8 612 Lane 1 —Yellow T4 -9 613 Lane 1 — Green Loop lead -in cables shall be labeled and connected to cabinet terminals according to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20 days of the Contractor's request. 9- 29.13(12) ITS cabinet: ' Basic ITS cabinets shall be Model 334L Cabinets, unless otherwise specified in the Contract. Type 334L Cabinets shall be constructed in accordance with the TEES, with the following modifications: ' 1. The basic cabinet shall be furnished with only Housing 1 B, Mounting Cage 1, Service Panel #1, a Drawer Shelf, and Controller Unit Supports. Additional equipment may be specified as part of the cabinet function - specific standards. ' 2. Housing aluminum shall be 5052 alloy with mill finish. Painted or anodized aluminum is not allowed. City of Federal Way Safety Improvement Projects A -93 RFB #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3. The door air filter shall be a disposable paper filter element of at least 180 square inches. 4. Locks shall be spring loaded construction core locks capable of accepting a Best 6 -pin core. A 6 -pin construction core of the type (Blue, Green, or Red) specified in the Contract shall be installed in each core lock. One core removal key and two standard keys (properly marked) shall be included with each cabinet and delivered to the Engineer upon Contract completion. 5. Each cabinet shall include a 120VAC electric strip heater with a rating of 100 watts, which shall be thermostat controlled. The heater strip shall be fed by wire with a temperature rating of 400 °F or higher, and shall be shielded to prevent contact with wiring, equipment, or personnel. If the heater thermostat is separate from the fan thermostat, the heater thermostat must meet the same requirements a + + + +s the fan thermostat as defined in TEES. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs contained within a shatterproof lamp cover. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be two fixtures for each rack within the cabinet Lighting shall be ceiling mounted and oriented parallel to the door face — rack mounted lighting is not permitted. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize whenever either door to that respective rack is opened. Each door switch shall be labeled "Light". 7. Each cabinet shall be equipped with a power distribution assembly (PDA) mounted in a standard EIA 19 -inch (ANSI /EIA RS- 310 -C) rack utilizing no more than five Rack Mounting Units (RMU) (8.75 inches). The PDA shall include the following equipment: a. One duplex NEMA 5 -15R GFCI receptacle on the front of the PDA. b. Four duplex NEMA 5 -15R receptacles on the rear of the PDA. These receptacles shall remain energized on a trip or failure of the GFCI receptacle. c. Four 1P-15A, 120VAC Equipment/Field Circuit Breakers. d. Line filter meeting the requirements of 9- 29.13(10)A.d. PDA components shall be mounted in or on the PDA such that they are readily accessible, provide dead front safety, and all hazardous voltage points are protected to prevent inadvertent contact. 8. Service Panel #1 shall include a service terminal block labeled "TBS ", a Tesco TES -10B or equivalent surge suppressor connected to provide power in line City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 A -94 AMENDMENTS TO THE STANDARD SPECIFICATIONS surge suppression, and a 1 P -30A Main Breaker. The Service Panel Assembly (SPA) shown in the TEES shall not be included. 9. Each cabinet shall include a rack mounted fiber optic patch panel of the type specified in the Contract. Cabinet drawings and wiring diagrams shall be provided in the drawer shelf. Additionally, an electronic (PDF format) copy of all drawings and wiring diagrams shall be provided. 9- 29.16(1)A1 Conventional Optical System This section's title is revised to read: 9- 29.16(1)A1 Non -LED Optical System 9- 29.16(1)D1 Electrical - Conventional This section's title is revised to read: 9- 29.16(1)D1 Electrical — Non -LED 9 -29.20 Pedestrian Signals This section is revised to read: Pedestrian signals shall be Light Emitting Diods (LED) type. The LED pedestrian signal module shall be operationally compatible with controllers and conflict monitors. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1- 06.3, with each type of signal head. The certificate shall state that the lot of pedestrian signal heads meet the following requirements: 1. All pedestrian signal heads shall be a Walk/Don't Walk module with a countdown display. 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 011 B, VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. ' City of Federal Way Safety Improvement Projects A -95 RFI3 #13 -108 June 2013 AMENDMENTS TO THE STANDARD SPECIFICATIONS b. Each pedestrian signal face shall be a single unit housing with the signal indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. c Housings shall be green polycarbonate or die -cast aluminum and the aluminum housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595 - 14056). All hinges and latches and interior hardware shall be stainless steel. 3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change interval. When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval for one signal cycle. During the following pedestrian change interval the countdown shall show the revised time, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall. show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. c. Temperature: Temperature range shall be -35° F to +165° F. d. LED pedestrian heads shall be supplied with Z crate visors. Z crate visors shall have 21 members at 45 degrees and 20 horizontal members. 9- 29.20(2) Neon Grid Type This section is deleted. 9 -29.24 Service Cabinets In the first paragraph, the lettered items A -J are re- lettered to read B -K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display an arc flash warning label that meets the requirements of ANSI Z535. 9 -29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read `Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48 ". City of Federal Way Safety Improvement Projects A -96 RFB #13 -108 ' June 2013 11 AMENDMENTS TO THE STANDARD SPECIFICATIONS The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy -duty, barrier type. The terminal blocks shall be provided with a field -side and a control -side connector separated by a marker strip. One spare 12- position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non -pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit breakers. Each compartment shall be enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. 9- 34.AP9 ' Section 9 -34, April 2, 2012 I I I I u Pavement Marking Material 9 -34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9- 34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. ' City of Federal Way Safety Improvement Projects A -97 RFB #13 -108 June 2013 SPECIAL PROVISIONS � I � I � I � I 0 u I r n n n 0 SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS (July 31, 2007 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation ( WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications "). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project- specific fill -ins; and project - specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project- specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: (May 18, 2007 APWA GSP) (August 7, 2006 GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current edition • $$City of Federal Way Standard Plans • $$ Federal Way City Standards for Public Works Engineering and Construction $$ Contractor shall obtain copies of these publications, at Contractor's own expense. SPECIAL PROVISIONS Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. This Section is supplemented with the following. All references in the Standard Specifications to the terms "State ", "Department of Transportation ", `Washington State Transportation Commission ", "Commission", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of Bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base Bid. Alternate One of two or more units of work or groups of Bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the work must be physically completed. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date City of Federal Way Safety Improvement Projects SP -3 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS ., The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and ' equestrian traffic. 1 -02 BID PROCEDURES AND CONDITIONS ' 1 -02.1 Prequalification of Bidders I City of Federal Way Safety Improvement Projects SP -4 RFB #13 -108 June 2013 Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and ' benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total Contract. Physical Completion Date ' The day all of the work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. ' Completion Date The day all the work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment ' of this date. Final Acceptance Date ' The date on which the Contracting Agency accepts the work as complete. Notice of Award ' The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the Bid. ' Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing ' and directing the Contractor to proceed with the work and establishing the date on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and ' equestrian traffic. 1 -02 BID PROCEDURES AND CONDITIONS ' 1 -02.1 Prequalification of Bidders I City of Federal Way Safety Improvement Projects SP -4 RFB #13 -108 June 2013 SPECIAL PROVISIONS Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works Contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 -02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the Contract, Plans and specifications will be issued to the Contractor at no cost as- detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans 11" x 17" 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large Plans (e.g., 22" x 34 ") 2 Furnished only upon request. Additional Plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1 -02.4 Examination of Plans, Specifications, and Site of Work (Special Provision) Section 1 -02.4, is supplemented with the following: In reference to this section, the soils information used for study and design of this project is included in Appendix D (Geotechnical Boring Logs). 1- 02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. City of Federal Way Safety Improvement Projects SP -5 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS 1 -02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit Bid prices. The bidder shall complete spaces on the Proposal form that call for, but are not limited to, unit prices; extensions; summations; the total Bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the Proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall Bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. ' 1 -02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. ' Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). ' A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. Section 1 -02.6 is supplemented with the following. City of Federal Way ' Safety Improvement Projects RFB #13 -108 June 2013 SP-6 SPECIAL PROVISIONS (August 2, 2004 WSDOT GSP) The fifth and sixth paragraphs of Section 1 -02.6 are deleted. 1 -02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following. Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1 -02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272 -056A EF, as required by Section 1 -02.6. City of Federal Way Safety Improvement Projects SP -7 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1 -02.12 Public Opening Of Proposal (Special Provision) Section 1 -02.12 is supplemented with the following: ( *** * *I Date of Opening Bids Sealed bids are to be received at one of the following locations prior to the time Specified: 1. In the City of Federal Way Purchasing Office, 33325 8th Avenue South, Federal Way, WA 98063, until 10:00 A.M. of the bid opening date. Bids delivered in person will be received only in the Bid Room on the bid opening date. The bid opening date for this project is $Wednesday July 24, 2013. Bids received will be publicly opened and read after 10:10 A. M. on this date. 1 -02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read. 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; C. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1 -02.6; City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -8 SPECIAL PROVISIONS i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1 -02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1 -02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the.Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dor.wa.gov /content/fileandpaytaxes /latefiling /dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. City of Federal Way Safety Improvement Projects SP -9 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -10 SPECIAL PROVISIONS to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 7. Termination for Cause / Termination for Default A Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to City of Federal Way Safety Improvement Projects SP -11 RFB #13 -108 , June 2013 � I � I U 1 I u 1 1 SPECIAL PROVISIONS the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third - parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. ' City of Federal Way Safety Improvement Projects SP -12 RF13 #13 -108 June 2013 SPECIAL PROVISIONS 1 -02.15 Pre -Award Information (October 1, 2005 APWA GSP) Revise this section to read. Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any Bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the I bidder is the lowest responsible bidder. 1 -03 AWARD AND EXECUTION OF CONTRACT ' 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) ' Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be , available for signature by the successful bidder on the first business day following, award. The number of copies to be executed by the Contractor will be determined by the ' Contracting Agency. Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by , Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such City of Federal Way Safety Improvement Projects SP -13 RFB #13 -108 , June 2013 IH I I l� SPECIAL PROVISIONS areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (June 27, 2011 WSDOT GSP) Section 1 -03.4 is supplemented with the following. Release of Contract Bond will be 60 days following Contracting Agency Final Acceptance of Contract, provided following conditions are met: 1. Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per Section 1- 07.10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the Contract Bond have been resolved. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: ' The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; ' 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; ' 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: ' City of Federal Way Safety Improvement Projects SP -14 RFB #13 -108 June 2013 SPECIAL PROVISIONS a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond: and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road. Bridge, and Municipal Construction. 1 -05.4 Conformity With and Deviations from Plans and Stakes (Special Provision) Section 1 -05.4 is supplemented with the following: ( * * * * *I No Contractor surveying and staking is required for this project. Locations of new poles and sidewalk removal limits will be marked in the field by the Engineer. City of Federal Way Safety Improvement Projects SP -15 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and ' remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in ' particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. n 1 I I No adjustment in Contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work ' City of Federal Way Safety Improvement Projects SP -16 RFB #13 -108 June 2013 SPECIAL PROVISIONS with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of Contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the Contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the Contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -17 SPECIAL PROVISIONS systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit Contract prices related to the system being tested, unless specifically set forth otherwise in the Proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1 -05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read. Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.14, it will take these performance.reports into account. 1 -05.14 Cooperation with Other Contractors (March 13, 1995 WSDOT GSP) Section 1 -05.14 is supplemented with the following: Other Contracts or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: 1- 05.14(8) Coordination of Work with City ' (Special Provision) Section 1- 05.14(8) is a new section: At least a three (3) working day written notification shall be required on all requests for ' engineering services other than inspection. All requests shall be coordinated with the Engineer. City of Federal Way ' Safety Improvement Projects RFB #13 -108 June 2013 SP -18 SPECIAL PROVISIONS All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constitutina notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Enaineer's office. Electronic copies such as a -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1 -05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power and water as a pay item. Add the following new section: 1 -05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1 -05.18 Record Drawings (Special Provisions) Section 1 -05.18 is a new section: The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red -lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. City of Federal Way Safety Improvement Projects SP -19 RFB #13 -108 ' June 2013 n n I � u SPECIAL PROVISIONS This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor's field office, and shall be available for. review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer -aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. When the Contract calls for the Contractor to do the surveying /staking, the applicable tolerance limits include, but are not limited to the following: As -built sanitary & storm invert and grate elevations As -built monumentation As -built waterlines, inverts, valves, hydrants As -built ponds/swales/water features As -built buildings (fin. Floor elev.) As -built gas lines, power, TV, Tel, Com As -built signs, signals, etc. City of Federal Way Safety Improvement Projects SP -20 Vertical Horizontal t 0.01 foot t 0.01 foot t 0.001 foot t 0.001 foot t 0.10 foot t 0.10 foot t 0.10 foot t 0.10 foot ± 0.01 foot t 0.10 foot t 0.10 foot t 0.10 foot N/A t 0.10 foot RFB #13 -108 June 2013 SPECIAL PROVISIONS Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions- Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment: Preparation of Record Drawings shall be considered incidental to the various items contained in the bid proposal and no additional payment will be made. 1 -05.19 Contractor's Daily Diary (Special Provision) Section 1 -05.19 is a new section: ( * * * * *I The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: The day and date. The weather conditions, including changes throughout the day. A complete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and accurately identify said work on the Plans. City of Federal Way Safety Improvement Projects SP -21 RFB #13 -108 ' June 2013 11 SPECIAL PROVISIONS • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on -site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake -out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non -work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. All pages of the diary must be numbered consecutively with no omissions in page numbers. The Contractor shall utilize additional sheets separate from the diary book, if necessary, to provide a complete diary record. However, the Owner's senior representative must sign separate sheets on each day and a copy furnished at the time of signing to the Owner. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED EXCLUSIVELY BY THE ENGINEER. All costs associated with Contractor's Daily Diary shall be included in the related item of work and no additional payment will be made. ' City of Federal Way Safety Improvement Projects SP -22 RFB #13 -105 June 2013 SPECIAL PROVISIONS 1 -06 CONTROL OF MATERIAL Buy America Section 1 -06 is supplemented with the following: (August 6, 2012, WSDOT GSP) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one -tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American -made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen c. Electric furnace. City of Federal Way Safety Improvement Projects SP -23 RFB #13 -108 ' June 2013 1 � I � I SPECIAL PROVISIONS d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350- 109EF. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the ' project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. ' The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's Plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and ' completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not,. be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. �I ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -24 SPECIAL PROVISIONS 1 -07.2 State Taxes ' The third paragraph of Section 1 -07.2 is revised to read: (June 27, 2011 APWA GSP) , The Contracting Agency will release the Contract Bond only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract - related taxes ' have been paid. Delete this section, including its sub - sections, in its entirety and replace it with the following. ' 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) ' The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1-- 07.2(3) are meant to clarify those rules. The Contractor ' should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit Bid prices or other Contract ' amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. ' The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project) only if the Contractor has obtained from the Washington State ' Department of Revenue a certificate showing that all Contract - related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, , whether the amount owed relates to this Contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(1) State Sales Tax — Rule 171 ' WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, , or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. ' For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit Bid item prices, or other Contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. ' 1- 07.2(2) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or ' existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such ' sewers and disposal systems are within, and a part of, a street or road drainage system; City of Federal Way ' Safety Improvement Projects RFB #13 -108 June 2013 SP -25 SPECIAL PROVISIONS ' telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; ' and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. ' For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full Contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not ' include the retail sales tax in the unit Bid item prices, or in any other Contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or ' a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid item prices or in any other Contract amount. 1- 07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any Contract ' wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1 -07.5 Environmental Regulations Section 1 -07.5 is supplemented with the following: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. 1 -07.7 Load Limits Section 1 -07.7 is supplemented with the following: (March 13, 1995 WSDOT GSP) If the sources of materials provided by the Contractor necessitate hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. ' City of Federal Way Safety Improvement Projects SP-26 RFB #13 -108 June 2013 SPECIAL PROVISIONS 1 -07.9 Wages 1- 07.9(1) General (January 8, 2013 WSDOT GSP) Section 1- 07.9(1) is supplemented with the following: The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA130001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. (April 2, 2007 WSDOT GSP) Application of Wage Rates For The Occupation Of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at http: / /www.wdol.gov /docs/sf1444.pdf, and submit the completed form to the Project Engineer's office. The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not City of Federal Way Safety Improvement Projects SP -27 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS exempt the use of form 1444 for the purpose of determining a federal classification wage rate. 1 -07.11 Requirements for Nondiscrimination Section 1 -07.11 is supplemented with the following: (May 7, 2012) ' Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this ' Contract. As such, the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide information on who submitted a Bid or quote and to report DBE participation quarterly as described elsewhere in these Contract Provisions. No preference will be included in the evaluation of Bids /Proposals, no minimum level of DBE participation shall be ' required as a Condition of Award and Bids/Proposals may not be rejected or considered non - responsive on that basis. ' DBE Goals No DBE goals have been assigned as part of this Contract Affirmative Efforts to Solicit DBE Participation DBE firms shall have an equal opportunity to compete for subcontracts in which the Contractor enters into pursuant to this Contract. ' Contractors are encouraged to: ' 1. Advertise opportunities for Subcontractors or suppliers in a timely and reasonably designed manner to provide notice of the opportunity to DBEs capable of performing the Work. All advertisements should include a Contract Provision encouraging participation by DBE firms. This may be accomplished ' through general advertisements (e.g. newspapers, journals, etc.) or by soliciting Bids /Proposals directly from DBEs. Note: A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors are certified to perform is available at: ' www.omwbe.wa.gov /certification /index.shtmi. The directory provides a plain language on the Description of Work that the listed DBE's have been certified by the Office of Minority and Women's ' Business Enterprises (OMWBE) to perform. ' 2. Establish delivery schedules that encourage participation by DBEs and other small businesses. 3. Participate with a DBE as a joint venture. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -28 SPECIAL PROVISIONS DBE Eligibility /Selection of DBEs for Reporting Purposes Only Contractors may take credit for DBEs utilized on this Contract only if the firm is certified for the Work being performed. Absent a mandatory goal, all DBE participation that is attained on this project will be considered as "race neutral" participation and shall be reported as such. Crediting DBE Participation for Reporting Purposes Joint Venture - When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces. DBE Subcontractor When a DBE firm participates as a Subcontractor, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. • Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment leased by the DBE. However, you may not take credit supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate. In addition, Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates shall not be credited. • In very rare situations, a DBE firm may utilize equipment and/or personnel from a non -DBE firm other than the Prime Contractor or its affiliates. Should this situation arise the arrangement must be short term and have prior written approval from the Office of Equal Opportunity (OEO). The arrangement must not impact a DBE firm's ability to perform a Commercially Useful Function (CUF). • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance. When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE. When non -DBE Subcontractor further subcontracts to a lower -tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, so long City of Federal Way Safety Improvement Projects SP -29 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS as it is a distinct clearly defined portion of the Work that the DBE is performing with its own forces. If a firm is not certified as a DBE at the time of the execution of the contract, their participation cannot be counted toward any DBE goals. Trucking Use the following factors in determining DBE credit and whether a DBE trucking company is performing a Commercially Useful Function (CUF): 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which credit is claimed. 2. The DBE must itself own and, with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract. 3. The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. For purposes of this requirement a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner - operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. 5. The DBE may also lease trucks from a non -DBE firm and may enter into an agreement with an owner - operator who is a non -DBE. The DBE shall only receive credit for the number of additional non -DBE trucks equal or less than the number of DBE trucks the firms owns or has leased /subcontracted through another DBE trucking company. The DBE must control the work of the non -DBE trucks. If the non -DBE is performing the Work without supervision of that Work by the DBE, the DBE is not performing a Commercially Useful Function (CUF). 6. In any lease or owner - operator situation, as described in requirement #4 and #5 above, the following rules shall apply: a. A written lease /rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load). All lease agreements shall be for a long -term relationship, City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -30 SPECIAL PROVISIONS rather than for the individual project. (This requirement does not apply to owner - operator arrangements.) b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner- operator arrangements.) 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. Expenditures paid to other DBEs Expenditures paid to other. DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract. A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them. In order to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33XXXX classification. Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. To be considered a regular dealer you must meet the following criteria: 1. WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract and described by the specifications of the Contract are bought, kept in stock and regularly sold or leased to the public in the usual course of business. 2. Sixty percent (60 %) of the cost of materials or supplies purchased from an approved regular dealer may be credited as DBE participation. Regular dealer status is granted on a contract -by- contract basis. A firm wishing to be approved as a regular dealer for WSDOT contracted projects or Highways City of Federal Way Safety Improvement Projects SP -31 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS & Local Program administered projects must submit a request in writing to the OEO no later than seven days prior to bid opening. Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the firm's qualifications. If it is determined that the firm qualifies as a regular dealer the OEO will list the firm on an approved regular dealers List. The list may be accessed through the OEO Home website is at: www .wsdot.wa.gov /equalopportunity Note: Requests to be listed as a regular dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. Materials or Supplies Purchased from a DBE With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following: 1. Fees or commissions charged for assistance in the procurement of the materials and supplies. 2. Fees or transportation charges for the delivery of materials or supplies. In either case, you may not take credit for any part of the cost of the materials and supplies. Joint Checking Allowance Prime Contractors and DBEs must receive pre - approval by the OEO before using a joint check. Joint check requests shall be submitted, by the Prime Contractor to the Contracting Agency for approval. When requesting approval for use of a joint checking allowance, the Contractor must distribute a written joint check agreement among the parties (including the suppliers involved) providing full and prompt disclosure of the expected use of the joint checks. The agreement shall contain all the information concerning the parties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint check request shall be submitted to the Contracting Agency for approval prior to signing the Contract agreement. The following are some general conditions that must be met by all parties regarding joint check use: a. It is understood the Prime Contractor acts as the guarantor of a joint check. b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor does not make direct payment to supplier. In order to be City of Federal Way Safety Improvement Projects SP -32 RFB #13 -108 June 2013 SPECIAL PROVISIONS performing a Commercially Useful Function (CUF), the DBE must release the check to the supplier (paying for the materials it -self and not be an extra participant in a transaction). c. If the Prime Contractor makes joint checks available to one DBE Subcontractor, the service must be made available to all Subcontractors (DBE and non -DBE). d. The relationship between the DBE and its suppliers should be established independently of and without interference by the Prime Contractor. The DBE has final decision- making responsibility concerning the procurement of materials and supplies, including which supplier to use. e. The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and/or certification statements of payment if requested by the Contracting Agency. f. The DBE remains responsible for all other elements of 49 CFR 26.55(c) (1). Failure by the Prime Contractor to request and to receive prior approval of a joint check arrangement will result in the joint check amount not counting towards the Prime Contractor's DBE goal. Commercially Useful Function (CUF) In any case, you may only take credit when the associated DBE that is determined to be performing a Commercially Useful Function (CUF). A DBE performs a CUF when it is responsible for execution of a distinct element of Work and is carrying out its responsibilities by performing, managing and supervising the Work involved. The DBE must also be responsible with respect to materials and supplies used on the Contract. For example; negotiating price, determining quality, determining quantities, ordering, installing (if applicable) and paying for the material itself. • A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, Contract, or project through which funds are passed. Procedures Between Award and Execution After award and prior to Execution of the Contract, the successful Bidder shall provide additional information as described below. Failure to comply may result in the forfeiture of the Bidder's Proposal bond or deposit. A list of all firms who submitted a Bid or quote in an attempt to participate in this project whether they were successful or not. Include the correct business name, federal employer identification number (optional) and a mailing address. City of Federal Way Safety Improvement Projects SP -33 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS The firms identified by the Prime Contractor may be contacted by Contracting Agency to solicit general information as follows: 1. Age of the firm. 48 2. Average of its gross annual receipts over the past three years. Procedures after Execution Reporting Quarterly Report of Amounts Credited as DBE Participation Form #422 -1024 The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422 -102 EF) on a quarterly basis for any calendar quarter in which DBE Work is accomplished or upon completion of the project, as appropriate. This is a record of payments to the DBE that the Prime Contractor is taking credit for as DBE participation. The dollars reported as specified in Crediting DBE Participation for Reporting Purposes section of this contract provision. In the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower -tier Subcontractor or supplier), then the Prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Payment ' Compensation for all costs associated with complying with the conditions of this specification shall be included in payment for the associated Contract items of Work. n n d Prompt Payment Prompt payment to all Subcontractors shall be in accordance with Section 1- 08.1(1) of the Contract Provisions. Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Prime Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Prime Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the Contracting Agency deems appropriate. ' City of Federal Way Safety Improvement Protects SP -34 1 RFB #13 -108 June 2013 SPECIAL PROVISIONS 1 -07.12 Federal Agency Inspection Section 1 -07.12 is supplemented with the following: (July 30, 2012 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273 are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273 included in this Contract require that the Contractor insert the FHWA 1273 in each Subcontract, together with the wage rates which are part of the FHWA 1273. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor Will be provided with extra copies of the FHWA 1273, the applicable wage rates, and this Special Provision. 1 -07.13 Contractor's Responsibility for Work 1- 07.13(4) Repair of Damage Section 1- 07.13(4) is revised to read: (August 6, 2001 WSDOT GSP) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. City of Federal Way Safety Improvement Projects SP -35 RFB #13 -108 ' June 2013 -1 L 7 v n SPECIAL PROVISIONS 1 -07.15 Temporary Water Pollution /Erosion Control 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan (Special Provision) Payment wil be made under the following bid item(s) when it appears in the Proposal: "SPCC Plan ", per lump sum 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following. (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: J COMCAST ' 4020 Auburn Way N Auburn, WA 98002 ' Attn: Rick Kern 253 Telephone: P ( ) 288 -7533 Highline Water District J I City of Federal Way Safety Improvement Projects SP -36 Puget Sound Energy (Gas) 3130 S. 38th St. Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253 - 476 -6304 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: 253 - 946 -5440 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Tom Quann Telephone: 253 - 863 -0484 King County Traff ic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206 - 296 -8152 RFB #13 -108 June 2013 CENTURYLINK ' 2310 S. 84th, Suite 18 Lakewood, WA 98499 Attn: Tonna Baruso Telephone: 253- 597 -4018 Highline Water District ' 23828 30th Avenue S Kent, WA 98032 Attn: Teya Hillerman ' Telephone: 206- 592 -8924 I City of Federal Way Safety Improvement Projects SP -36 Puget Sound Energy (Gas) 3130 S. 38th St. Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253 - 476 -6304 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: 253 - 946 -5440 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Tom Quann Telephone: 253 - 863 -0484 King County Traff ic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206 - 296 -8152 RFB #13 -108 June 2013 SPECIAL PROVISIONS AT &T 11241 Willows Rd NE, Ste. 130 Redmond, WA 98052 Attn: Dan McGeough Telephone: 425 - 896 - 9830 * ** Federal Way School District Transportation Department Attn: Cindy Wendland 1211S332 "d Street Federal Way, WA 98003 Telephone: 253 - 945 -5965 Email: cwendlan@fwps.org 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Insurance (January 24, 2011 APWA GSP) 1- 07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non - contributory insurance as respects the Contracting Agency's insurance, self - insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). City of Federal Way Safety Improvement Projects SP -37 RFB #13 -108 ' June 2013 I J SPECIAL PROVISIONS H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of Contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • Consultants hired by the Contracting Agency for design, construction support, and materials testing. The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. 1- 07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SPECIAL PROVISIONS endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1- 07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments failing within the deductible shall be the responsibility of the Contractor. 1- 07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $5,000,000 Each Occurrence $5,000,000 General Aggregate $5,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $5,000,000 Each Accident City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 E J i I n 0 u SPECIAL PROVISIONS $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1- 07.18(5)6 Automobile Liability Automobile Liability for owned, non - owned, hired, and endorsement and a CA 9948 endorsement attached if Such policy(ies) must provide the following minimum limit; $2,000,000 combined single limit 1- 07.18(5)C Workers' Compensation leased vehicles, with an MCS 90 "pollutants" are to be transported. The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1- 07.18(5)F Excess or Umbrella Liability (May 10, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liability coverage at limits of $$2$$ million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. 1- 07.23(1) Construction under Traffic (January 2, 2012 WSDOT GSP) Section 1- 07.23(1) is supplemented with the following: Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles ' City of Federal Way Safety Improvement Projects SP -40 RFB #13 -108 June 2013 SPECIAL PROVISIONS absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way Feet 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1 -07.23(1) Construction under Traffic (Special Provision) Section 1- 07.23(1) is supplemented with the following: Pedestrian Access The Contractor shall keep all pedestrian routes and access points (including sidewalks, and crosswalks when located within the project limits) open and clear at all times unless permitted otherwise by the Engineer in an approved traffic control plan. 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limit's of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. City of Federal Way Safety Improvement Projects SP -41 RFB #13 -108 ' June 2013 11 ' S SPECIAL PROVISION ' Cope agreements may Copies of the easement a be included in the Contract Provisions or made y available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of Contract. M Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the ' Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected; stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The ' statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -07.28 Communication with Businesses and Property Owners (Special Provision) ' Section 1 -07.28 is added: ' The Contractor will be responsible for communicating all work activities with the property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's ' responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general work locations and activities for the upcoming two (2) months by distributing a monthly ' status /schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -42 SPECIAL PROVISIONS 1 -08 PROSECUTION AND PROGRESS (Special Provision) Up to two traffic signal turn -ons per week shall be allowed. King County staff will provide for up to two traffic signal -turn ons per work week. Notify King County traffic signal technicians five (5) days in advance of turn -on. Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) 1- 08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer, and such other interested parties as may be invited. The purpose of the preconstruction conference will be: To review the initial progress schedule; To establish a working understanding among the various parties associated or affected by the work; To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; To establish normal working hours for the work; To review safety standards and traffic control; and To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: A breakdown of all lump sum items; A preliminary schedule of working drawing submittals; and A list of material sources for approval if applicable. City of Federal Way Safety Improvement Projects SP -43 RFB #13 -108 , June 2013 'L d LI SPECIAL PROVISIONS Add the following new section: 1- 08.0(2) Hours of Work (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24 -hour period. ' City of Federal Way Safety Improvement Projects SP -44 RFB #13 -108 June 2013 SPECIAL PROVISIONS 1 -08.1 Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998 WSDOT GSP) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification ( WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1- 08.1(1) Subcontract Completion and Return of Retainage Witheld Section 1- 08.1(1) is revised to read: (June 27, 2011 WSDOT GSP) The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. City of Federal Way Safety Improvement Projects SP -45 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes. , Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. Payment The Contractor will be solely responsible for any additional costs involved in 43 paying retainage to the Subcontractors. Those costs shall be incidental to the 44 respective Bid Items. 1 -08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) ' Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed ' has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing ' of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. ' When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the ' placement of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect ' City of Federal Way Safety Improvement Projects SP -46 1 RFB #13 -108 June 2013 SPECIAL PROVISIONS the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion Section 1 -08.5 is supplemented with the following: (March 13, 1995 WSDOT GSP) This project shall be physically complete within $$90$$ working days. (March 8, 2013 APWA GSP, Option B) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the 1st calendar day after the Notice to Proceed date. If the Contractor starts work on the project at an earlier date, then contract time shall begin on the first working day when onsite work begins. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. , The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. City of Federal Way Safety Improvement Projects SP -47 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1- 07.9(5)). b. Material Acceptance Certification Documents c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Property owner releases per Section 1 -07.24 1 -08.6 Suspension of Work Section 1 -08.6 is supplemented with the following: (Special Provision) Contract time may be suspended for procurement of critical materials (Procurement Suspension). In order to receive a Procurement Suspension, the Contractor shall within 30 calendar days after execution by the Contracting Agency, submit place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract. The Contractor shall provide copies of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical material. The Contractor shall show procurement of the materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicates that the materials procurement are critical activities, and if the Contractor has provided documentation that purchase orders are placed for the critical materials within the prescribed 30 calendar days, then contract time shall be suspended upon physical completion of all critical work except that work dependent upon the below listed critical materials: $$ Overhead Signage Type 11 Pole and Mastarm Signal Controller Equipment and Cabinet$$ Charging of contract time will resume upon the delivery of the critical materials to the Contractor, notification that the critical materials are ready for delivery to the Contractor. 1 -08.7 Maintenance During Suspension (Special Provisions) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1 -07.23 or the Special Provisions). This may include a temporary road or detour. ' City of Federal Way Safety Improvement Projects SP -48 RFB #13 -108 June 2013 SPECIAL PROVISIONS 1 -08.9 Liquidated Damages (March 13, 2012 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract. The Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.7 Mobilization (Special Provision) Section 1 -09.7 is supplemented with the following: ( * * * * *I Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and other general operations shall be the responsibility of the Contractor. All costs associated with securing sites shall be included in the other bid items on the project and no other compensation will be made for this item. The Contractor will provide City with copy(s) of agreement(s). Payment is made under the following bid item: "Mobilization" per lump sum. The lump sum bid price for 'Mobilization" shall include, but not limited to, the following items: the movement of the Contractor's personnel, equipment, supplies and incidentals to the project site; the establishment of the Contractor's office, and other facilities City of Federal Way Safety Improvement Projects SP -49 RFB #13 -108 ' June 2013 n l 1 J L r L u SPECIAL PROVISIONS necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or. licenses required to complete the project not furnished by the Owner; and other work and operations which must be performed or costs that must be incurred. 1 -09.8 Payment for Material on Hand (August 3, 2009 WSDOT GSP) Payment For Material On Hand The last paragraph of Section 1 -09.8 is revised to read: The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. As materials are used in the work, credits equaling the partial payments for them will be taken on future estimates. Each month, no later than the estimate due date, the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount originally paid on the invoice (or other record of production cost) for the items on hand, 2) the dollar amount of the material incorporated into each of the various work items for the month, and 3) the amount that should be retained in material on hand items. If work is performed on the items and the Contractor does not submit a letter, all of the previous material on hand payment will be deducted on the estimate. Partial payment for materials on hand shall not constitute acceptance. Any material will be rejected if found to be faulty even if partial payment for it has been made. 1 -09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon ' progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor ' commences the work, and successive progress estimates will be made every month ' City of Federal Way Safety Improvement Projects SP -50. RFB #13-108 June 2013 SPECIAL PROVISIONS thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand —100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1 -05.1. 1- 09.9(1) Retainage Section 1- 09.9(1) content and title is deleted and replaced with the following. (June 27, 2011 WSDOT GSP) Vacant 1 -09.13 Claim Resolution 1- 09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. City of Federal Way Safety Improvement Projects SP -51 RFB #13 -108 ' June 2013 1 SPECIAL PROVISIONS 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read. The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL 1.10.1 General (Special Provisions) Section 1 -10.1 is revised with the following: Revise the first paragraph to read: If the Contractor opts to utilize traffic control plans other than those provided in these Contract Documents, the Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: Stop line locations with station and offset to verify safety of intersection turning radius for vehicles. Minimum lane widths provided for vehicular travel. Turn pocket length, gap, and tapers in conformance with the City of Federal Way Standard Detail DWG 3 -19A, and WSDOT standard plans. The Contractor shall provide flaggers, signs, and other, traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. 1 -10.2 Traffic Control Management Section 1- 10.2(1) is supplemented with the following: City of Federal Way Safety Improvement Projects SP -52 RFB #13 -108 June 2013 (December 1, 2008 WSDOT GSP) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1 -800- 521 -0778 or (206) 382 -4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1.10.3 Traffic Control Labor, Procedures and Devices (Special Provision) 1- 10.3(1) Traffic Control Labor Section 1- 10.3(1) is supplemented with the following: The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost per Standard Specifications 1 -09.6 Force Account. The Contractor shall request uniformed off -duty police officers from the City of Federal Way Police Department, (253) 835 -6701. The request shall be made forty -eight (48) hours before the use of the off -duty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off -duty police officers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor -made schedule revisions occur after an off duty officer has been procured. Off Duty Uniformed Police Officer will be required only when the signal system is in flashing mode or is not operational or otherwise approved by the project engineer. City of Federal Way Safety Improvement Projects SP -53 RFB #13 -108 ' June 2013 ISPECIAL PROVISIONS 1- 10.3(3) Traffic Control Devices Section 1- 10.3(3) is supplemented with the following: The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type I & II Barricades Manufacturer Model Number WLI Industries Safety Cade Type II Bent Manufacturing Unicade Bent Manufacturing Waff le Barricade Bent Manufacturing Type 11 Plywood or Plastic Panel Eastern Metal Type I & II Barricades Plasticade Products Fibercade Type II Plasticade Products Plasticade Type II Dicke Tool Company Type I Plastic Barricade Traf Fix Devices, Inc. Plastic Folding Type I Barricade The Roadmaker Company Type II Plastic Barricade Three D Traff ic Works, Inc. TD2000 Works Barricade Protection Services, Inc. Type I & 11 Barricades Flex- O -Lite Type I Barricade United Rentals Highways Type I & II Barricades Bureau of Highway Safety Penn. Type III Barricade The Cortina Companies Type I Plastic Barricades Type III Barricades Manufacturer Model Number Bent Manufacturing Type III Barricade Recycled Plastic Products Hollow Core Plastic Barricade Yodock Wall Company Yodock 2001 m Type I I I Barricade Cantel of Medford, Inc. EZ -UP Type III Barricade Davidson Plastics Corp. T313 Type III Barricade Approved Portable Signs and Stands Manufacturer Montana DOT WLI Texas DOT Reflexite /Eastern Metals City of Federal Way Safety Improvement Projects Model Number DWG# 618 -02 (Plywood) SafetyCor Sign System (Plastic) Skid Mounted Sign Support (Plywood) DF 400 & DF 4700 TX (Endurance plastic) SP -54 RFB #13 -108 June 2013 SPECIAL PROVISIONS (Aluminum signs are not approved for use with the above listed stands at this time Wood Sign Posts Use the below charts to determine post size for Class A construction signs. One Post Installation Post Size Min. Sign Sa. Ft. Max. Sign Sq. Ft. 4x4 - 16.0 4x6 17.0 6x6 21.0 6x8 26.0 Two Post Installation (For signs 5 feet or greater in width) Post Size Min. Sign Sq. Ft. 4x4 - 4x6 17.0 6x6 37.0 6x8 47.0 20.0 25.0 31.0 Max. Sian Sa. Ft. 16.0 36.0 46.0 75.0 * The Engineer shall determine post size for signs greater than 75 square feet. Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance with, Section 9 -28. All new orange background signs and all W20 -7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. All post mounted signs with Type IV or VII sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non - fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same sign post. City of Federal Way Safety Improvement Projects SP -55 RFB #13 -108 ' June 2013 11 ' S PECIAL PROVISIONS ' Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase ' of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi - permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for ' short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a ' construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture ' on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1- 10.3(2). damaged, destroyed, the Signs, posts, or supports that are lost, stolen, or which Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums used to delineate driveways and access locations to private properties within the work zone shall be yellow in color. 1 -10.4 Measurement ' A new pay item is added: No specific unit of measurement will apply to the force account item "Off Duty uniformed ' Police Officer ". ' 1- 10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1- 10.4(1)is supplemented with the following: ' (August 2, 2004 WSDOT GSP) The Proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1- 10.4(1) shall apply. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -56 SPECIAL PROVISIONS 1 -10.5 Payment (Special Provision) Section 1 -10.5 is supplemented with the following: (* * ***I Payment will be made in accordance with Section 1 -04.1 for the following bid item(s) when included in the proposal: "Project Temporary Traffic Control ", lump sum. "Off Duty Uniformed Police Officer", per force account. City of Federal Way Safety Improvement Projects END OF DIVISION SP -57 1 RFB #13 -108 ' June 2013 tSPECIAL PROVISIONS DIVISION 2 ' EARTHWORK ' 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 Description ' (Special Provision) Section 2 -01.1 is supplemented with the following: Clearing and grubbing on this project shall be limited to the minimum extents necessary for installation of pole foundations and removal and replacement of sidewalks. 2 -01.5 Payment (Special Provision) ' Section 2 -01.5 is supplemented with the following: ' Costs for clearing and grubbing shall be included in the lump sum contract price for `Overhead Lane Assignment Sign - _' and no additional payment will be made.. ' 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description (March 18, 2002 NWR) Section 2 -02.1 is supplemented with the following: Roadside Restoration ' The Contractor shall restore, repair or correct all portions of the roadside or adjacent landscapes that were unavoidably damaged due to the performance or installation of the specified work. Unavoidable damage shall be determined only by the Engineer. All materials utilized shall be in accordance with Sections 9 -14 and 9 -15 and other applicable sections of the Standard Specifications or Special Provisions, whichever may apply- ' All work shall be performed in accordance with Sections 8 -02 and 8 -03 and other applicable sections of the Standard Specifications. The Contractor shall review the work with the Engineer and receive approval to proceed prior to commencing roadside restoration work. � I � I SPECIAL PROVISIONS 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters (Special Provision) Section 2- 02.3(3) is supplemented with the following: Sidewalk removal shall be limited to the areas indicated on the Plans for installation of overhead sign pole foundations. Sidewalk shall be removed to the nearest joint or by sawcutting full depth. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. 2 -02.5 Payment (Special Provision) Section 2 -02.5 is supplemented with the following: Costs for sidewalk removal shall be included in the lump sum contract price for `Overhead Lane Assignment Sign - _' and no additional payment will be made. END OF DIVISION 2 City of Federal Way Safety Improvement Projects SP -59 RFB #13 -108 June 2013 ' SPECIAL PROVISIONS � I DIVISION 4 BASES 4 -04 BALLAST AND CRUSHED SURFACING 4 -04.1 Description (Special Provision) Section 4 -04.1 is supplemented with the following: ( * * * * *I Crushed surfacing top course shall be placed as a sidewalk base in accordance with City of Federal Way Standard Drawing No. 3 -12 at the locations shown in the Plans for overhead sign foundation installation. Existing crushed surfacing material beneath the removed sidewalk panels may be re -used provided the material isn't contaminated with native soils by the Contractors drilling operation, in which case import crushed surfacing top course shall be provided by the Contractor to the required line and grade. Suitability of base material for re- use shall be at the sole discretion of the Engineer. 4 -04.5 Payment (Special Provision) Section 4 -04.5 is supplemented with the following: Costs for crushed surfacing top course beneath replaced sidewalk panels shall be included in the lump sum contract price for `Overhead Lane Assignment Sign - City of Federal Way Safety Improvement Projects END OF DIVISION 4 SP -60 RFB #13 -108 June 2013 SPECIAL PROVISIONS DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -02 ROADSIDE RESTORATION 8 -02.1 Description (Special Provision) The first paragraph of Section 8 -02.1 is revised to read: This work shall consist of furnishing and placing topsoil and seeded lawn in lawn areas disturbed by foundation installation in accordance with these Specifications and as shown in the Plans or as directed by the Engineer. 8 -02.2 Materials (Special Provision) Topsoil Type A 9- 14.1(1) 8-02.3 Construction Requirements 8- 02.3(1) Responsibility During Construction (Special Provision) Section 8- 02.3(1) is supplemented with the following: At the conclusion of work, the Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a condition acceptable to the Engineer. 8- 02.3(3) Roadside Work Plan (Special Provision) Section 8- 02.3(2) is supplemented with the following: The Roadside Work Plan shall be submitted to the Engineer one week prior to initiating proposed work. The use of chemical herbicides shall be considered on a case -by -case basis. The contractor must submit, as part of the Work Plan, the intent to use chemical herbicides to the Engineer for approval prior to use. 8- 02.3(4) Topsoil (Special Provision) City of Federal Way Safety Improvement Projects SP -61 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS Section 8- 02.3(4) is supplemented with the following: ( * * * * *I The Contractor shall provide Topsoil Type A to conform to Section 9- 14.1(1) of these Special Provisions. 8- 02.3(5) Planting Area Preparation (Special Provision) Section 8- 02.3(5) is supplemented with the following: Upon approval of subgrades by the Engineer, Topsoil Type A shall be placed to a compacted depth of four (4) inches in seeded lawn areas. Lightly compact soil and establish a smooth and uniform finished grade that protects against obstruction to surface drainage and ponding. Materials shall be placed so that after settlement of finished grades the top of the soil level will be even and one - quarter (1 /a) to one -half (1/2) inch below the top of sidewalks in lawn areas. Topsoil shall not be placed until the Engineer has approved the planting area subgrade. 8-02.4 Measurement (Special Provision) This section is supplemented with the following: Irrigation water used to establish vegetation will be considered included in the cost of overhead lane assign 8 -02.5 Payment (Special Provision) Section 8 -02.5 is supplemented with the following: Costs for Topsoil Type A, Seeded Lawn Area, irrigation water used to establish lawn area, and general site cleanup to approximate original conditions shall be included in the lump sum contract price for `Overhead Lane Assignment Sign - _' and no additional payment will be made. 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.1 Description (Special Provision) Section 8 -14.1 is revised to read: City of Federal Way Safety Improvement Projects SP -62 RFB #13 -108 June 2013 SPECIAL PROVISIONS ( * * * * *I Sidewalks shall be replaced in accordance with City of Federal Way Standard Drawing No. 3 -12 at the locations shown in the Plans for overhead sign foundation installation. Sidewalk damaged by Contractors operations shall be replaced at no additional cost to the City. 8 -14.3 Construction Requirements (Special Provision) Section 8 -14.3 is revised to read: The concrete in the sidewalks, walkways and curb ramps shal be air entrained concrete Class 3000 in accordance with the requirements of Section 6 -02. 8-14.5 Payment (Special Provision) Section 8 -14.5 is supplemented with the following: Costs for Cement Concrete Sidewalk replacement shall be included in the lump sum ' contract price for `Overhead Lane Assignment Sign - —'and no additional payment will be made. SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL ' 8-20.1 Description ' Section 8 -20.1 is replaced with the following: (December 12, 2012 * * * * * *) ' Work includes furnishing and installing all materials necessary to provide: 1. Modifications to existing signal systems to include flashing yellow left -turn phasing. ' 2. Installation of yellow retroreflective tape on backplates. 3. Installation of optically programmable vehicle signal heads. 4. Installation of mastarm- mounted advanced overhead lane use signage. ' 5. Installation of pedestrian pushbuttons, poles and foundations. All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work ' shall include the supply, testing, installation and replacement of traffic signal hardware, and when specified, the modification of such an existing systems. The work involves, but shall not be limited to, the following: ' 1. Signal controllers and equipment 2. Signal cabinets 3. Signal poles ' 4. Signal heads City of Federal Way Safety Improvement Projects SP -63 RFB #13 -108 ' June 2013 11 � SPECIAL PROVISIONS 5. Emergency Pre - emption equipment 6. Junction boxes 7. Loop detection 8. Conduit and wire Work shall include the modification of an existing system, the supply, testing and installation of all traffic signal hardware as shown in the Plans. 8- 20.1(1) Regulations and Code The first and second sentences of the first paragraph are deleted and replaced with the following: (March 13, 2012 * * * * * *) All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP -78 -16 and the Radio Manufacturers Association. Traffic signal control equipment shall conform to the Contract and these Standard Specifications: EIA Electronics Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other codes listed herein. Section 8- 20.1(1) is supplemented with the following: (March 13, 2012 * * * * * *) Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8- 20.1(2) Industry Codes and Standards (March 13, 2012 * * * * * *) The following is added at the end of the first paragraph of this section: National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331445 Hoes Lane, Piscataway, NJ 08855 -1331. 8 -20.2 Materials Section 8 -20.2 is supplemented with the following: (March 13, 2012 * * * * * *) Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. ' City of Federal Way Safety Improvement Projects I SP -64 RFB #13 -108 June 2013 SPECIAL PROVISIONS Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9- 03.9(3) of the Standard Specifications. Bedding material shall consist of 5/8 -inch minus crushed rock free of any deleterious substances (Section 9- 03.1(5)A of the Standard Specifications). Requirements for signal equipment and materials are contained in Section 9 -29 of the Standard Specifications and Section 9 -29 of these Specifications. 8- 20.2(1) Equipment List And Drawings The first paragraph is deleted and replaced with the following: (Special Provision) Within one (1) week following the pre- construction conference, the Contractor shall submit to the Engineer a completed "Request for Approval of Materials" that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. (March 13, 1995 WSDOT GSP) If traffic signal standards are required, final verified dimensions including pole base to signal mast arm connection point, mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Contractor as part of the final approved shop drawings prior to fabrication. 8 -20.3 Construction Requirements 8- 20.3(1) General Section 8- 20.3(1) is supplemented with the following: (Special Provision) Signal System Changeover The Contractor shall provide a detailed work plan for the signal system changeover to be approved by the Engineer. They shall not deviate from the work plan without prior written approval from the Engineer. The work plan shall show the exact date of the signal system changeover. The changeover of the signal equipment shall commence after 8:30 AM and be completed by 3:00 PM on the same day. During changeover, traffic control shall be provided. The exact work City of Federal Way Safety Improvement Projects SP -65 RFB #13 -108 , June 2013 ' SPECIAL PROVISIONS ' plan and schedule for changeover shall be pre- approved by the Engineer. See Section 1 -10 of these Special Provisions. Delivery of Removed Items Salvaged signal equipment (to be identified in field by the King County Signal Shop ' Representative) shall become the property of the King County, except the existing controller cabinet and all its contents shall remain as property of the City. Removed electrical equipment, to be salvaged, shall be delivered to: ' King County Signal Shop Attn: Mark Parrett 155 Monroe Avenue NE Renton, Washington 98056 ' Phone: 206- 396 -3763 Forty eight (48) working hours advance notice shall be communicated to both the Engineer and ' the Signal Technician at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advanced notice. ' Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. ' The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. ' Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the property of the Contracting Agency, shall become the property of the Contractor and shall be ' removed from the project. The Contractor shall: ' 1. Remove all wires for discontinued circuits from the conduit system or as directed by the Engineer. 2. Remove elbow sections of abandoned conduit entering junction boxes or as directed by the Engineer. 3. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. 4. Remove all pole foundations and anchor bolts to 18 inches below new subgrade, and ' the resulting hole shall be backfilled with compacted gravel borrow meeting the requirements of Section 9- 03.14(1), unless the Engineer has approved the use of native material. ' 5. Backfill voids created by removal of foundations and junction boxes. Backfilling and compaction shall be performed in accordance with Section 2 -19 09.3(1)E. ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -66 SPECIAL PROVISIONS I Signal Display Installation ' Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. Signal displays and reflectorized backplates when installed prior to signal turn -on or changeover shall be covered and not visible to vehicular traffic at any time. Section 8- 20.3(1) is supplemented with the following: ' (May 15, 2000 WSDOT NWR) Electrical Equipment Removals ' Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. 8- 20.3(2) Excavating and Backfilling ' Section 8- 20.3(2) is supplemented with the following: f (January 8, 2013 The Contractor shall supply all trenching necessary for the complete and proper installation of the traffic signal system and conduit. Trenching shall conform to the following: 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA Cl 1/2" PG 58 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9 -04.2. 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and driveways shall be installed to conform with the City of Federal Way Luminaire Electrical Trench Detail. Such trenches shall be backfilled with bedding material two inches (2'1 above and below the conduit, with the remaining depth of trench backfilled with native material. If the Engineer determines that the native material is unsuitable, Gravel Borrow shall be used. Sidewalks and driveways shall be removed and replaced as specified. 4. Trenches for Schedule 40 PVC conduits to be located within the right -of -way and outside the traveled way shall have a minimum of twenty -four inches (24'1 cover over conduits. Such trenches shall be backfilled with bedding material two inches (2'1 above and below the conduit, with the remaining depth of trench backfilled with bank run gravel unless the Engineer determines that spoils from the trench excavation are suitable for backfill. 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and/or sod if necessary to restore the trench area to its prior condition. 6. Contractor shall use joint trench where possible. City of Federal Way Safety Improvement Projects SP -67 RFB #13 -108 , June 2013 SPECIAL PROVISIONS Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in any way. The backfill shall be thoroughly mechanically tamped in eight -inch (81) layers with each layer compacted to ninety -five percent (95 %) of maximum density in traveled ways, and ninety percent (90 %) of maximum density elsewhere at optimum soil moisture content. Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. Bedding material shall conform to Section 2.01 of the Standard Specifications. All trenches shall be properly signed and /or barricaded to prevent injury to the public. All traffic control devices to be installed or maintained in accordance with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. All conduits installed by boring shall use a surface launched steerable drilling tool. Drilling shall be accomplished using a high - pressure fluid jet toolhead. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system which measures the depth, lateral position, and roll shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduit being installed. Conduit which is being pulled into the tunnel shall be protected and supported so that it moves freely and is not damaged during installation. Excess drilling fluid and spoils shall be disposed of off -site at a legal disposal site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8- 20.3(4) Foundations Section 8- 20.3(4) is supplemented with the following: (December 18, 2009 * * * * * *) The foundation for the controller and service cabinets shall conform to the detail on the Plans. Conduits shall be centered horizontally except service conduit, which shall be placed at the side of the power panel. Foundations for the Type I traffic signal poles shall conform to Standard Plan J- 21.10 -01. Foundations for the Type 11 and Type III traffic signal poles shall conform to details on the Signal Standard Sheet in the Plans. Pole foundations within the sidewalk area shall be constructed in a single pour to the bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. Pole foundations not within the sidewalk area shall incorporate a 3 -foot by 3 -foot by 4 -inch -thick ' cement concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be provided between the two units. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -68 SPECIAL PROVISIONS 8- 20.3(5) Conduit Section 8- 20.3(5) is supplemented with the following: (March 16, 2011 * * * * * *) All conduits shall have a minimum buried depth of twenty -four inches (24 "). PVC conduct ends shall have bell end PVC bushings. All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall be used for all road crossings. Schedule 40 PVC conduits may be used for detector lead -ins. Whenever PVC conduit is used a ground wire shall be provided. All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of pavement disturbance. When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped with weather heads. All new conduits shall be clearly labeled at each junction box, handhole, vault or other utility appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a ' unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner /type abbreviations are: SIG — City Signal SIC — City Signal Interconnect ' City Spare — City spares Section 8- 20.3(5) is supplemented with the following: ' (August 10, 2009 WSDOT NWR) ' Conduit Seal, Detectable Tape and Location Wire A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or the ' cover hinge bracket with stainless steel bolts and straps. A 1 400t loop of locate wire shall be provided above the channel as shown in the Plans. (October 16, 2006 WSDOT NWR) Boring In addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for approval a pit plan and a proposed method of boring that includes, but is not limited to, the following: 1) A pit plan depicting: City of Federal Way Safety Improvement Projects SP -69 RFB #13-108 ' June 2013 SPECIAL PROVISIONS a) Protection of traffic and pedestrians. b) The dimension of the pit. c) Shoring, bracing, struts, walers or sheet piles. d) Type of casing. 2) The proposed method of boring, including: a) The boring system. b) The support system. c) The support system under and at the bottom of the pit. The shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6- 02.3(2)B may be used to seal the casing. ' 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8- 20.3(6) is supplemented with the following: (March 13, 2012 * * * * * *) Junction boxes shall not be located within the traveled way, shoulders, wheelchair ramps, or driveways, or interfere with any other previous or relocated installation. The lid of the junction box shall be flush with the surrounding area and be adequately supported by abutting pavements or soils. 1 Junction boxes which are placed within the sidewalk shall have slip resistant lids and frames which meet the requirements of Americans with Disabilities Act (ADA) and Public Right -of -Way Accessibility Guideline (PROWAG). Approved products shall have the manufacturer's most aggressive, factory installed surface. Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment. Adjustments involving raising or lowering the junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length if sufficient slack as specified in Section 8- 20.3(8) is not maintained. No splicing will be permitted. Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J- 40.10. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan J- 40.30. Junction City of Federal Way Safety Improvement Projects ' SP -70 RFB #13 -108 June 2013 SPECIAL PROVISIONS boxes shall be inscribed based upon system per WSDOT Standard Plan J- 40.30. Junction box lids and frames shall be grounded per Section 8- 20.3(9). 8- 20.3(8) Wiring Section 8- 20.3(8) is modified as follows: (March 6, 2012 * * * * * *) City of Federal Way Safety Improvement Projects SP -71 RFB #13 -108 June 2013 ' SPECIAL PROVISIONS The 14th paragraph, items 1 -4, of this section are deleted and replaced with the following: Field Wiring Chart (IMSA Standards) 501 +Input 508 AC +Detectors 502 AC- 509 AC +12 Volts ' 503 AC +Lights 510 Remote-Flash 504 AC +Lights 511 Remote -All Red 505 AC +Lights 512 -520 Special 506 AC +Control 551 -562 Interconnect ' 507 AC +Crosswalk 593 -598 Rail Road Preemption Phases 1 2 3 4 5 6 7 8 A B ' Emergency .............. Orange (B +)...................... ...................... ........._581.................. 584 587. .............................._ 590..... ..... _ .......................... _.......... Vehicle............................ Yellow ( Call)..... 582.......... 585. 588. 591.................... .................._............ Preemption Blue.( BB) _ 583.. ................_ .............................._ 586. :...................... ............................... 589.. ............................... 592................. ..............._............. -- _ - ......... ' Vehicle ....................................... Red ............................... 611.......... ............................... 621 631 .:...... 641 651 661 671 681 691 601 Heads .. ............ ............................... Orange 612 622 632 642. 652 662 672 682 ......__... 692 ............._._.._._.......... 602 ...................... ....................................... Green ........................... 613 _ ......... 623 ... .................................... 633 . ..................................... 643 653 .... ...................................................... 663 673 683 693 603 e Black 61.4 634 644 654 664 674 684 694 604 . White 616 .624 626 636 646 656 666 676 686 696 606 (Common) ............. .... .............................................................................................................................................................................................................. ' Pedestrian Red (Hand) 711 721 731 741 _ 751 ................................................ 761 ..........................._.__......... 771 _.._ ......... _. ... 781 ..........................._.._ _ ................... _..__ 791 .......... ....... 701 ................. Heads and Green (Man) 712 722 732 742 752 762 772 782 792 ............................... 702 PPB .............................................................. White (Common ........................................................ 716 726 ........................................... 736 746 .................................................................................................. 756 766 776 786 796 706 ' for Lights) .......... ............_......I........... ............g.... _ .................................................... _ ....................... ...............__... ............................... range 714 724 734 744 754 764 774 784 794 704 (Push button) ' ............................................................................................................................................................................_................._........................................................................ Black (Common 715 725 735 745 755 764 775 785 ...._.............._......._.._ 795 705 Push button) Vehicle -for E&0* oop1 811 821 831 841 .851 861 871 881 891 801 Detectors ........ Loop 1 .........................................................................................................._................................._._..... 822 832 842 852 862 872 ............................... 882 M... ............................... 892 ............_._..._............ 802 .............p ............................. ...........................81.2 Loo 2 813 ......................................................................._.................................................................__............ 823 833 843 853 863 873 883 . . . . . . . . . . . . . . . . . . . . . . . 893 . . . . . . . . . . . . . . . . . . . . . . . . . 803 . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . Loop. 2 ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .814 . . . . . . . . . . . . . . . . . . . . . . . . . . 824 . . . . . . . . . . . . . . . . . . . . . . . . . . 834 . . . . . . . . . . . . . . . . . . . . 844 .... .... ............... . . . . . . . . . . . . . . . . . . . . . . . . 854 .... .... .... .......................................__......................................__.. . . . . . . . . . . . . . . . . . . . . . . . 864 . . . . . . . . . . . . . . . . . . 874 . . . . . . 884 894 ......................._..._... 804 ' Loop._ 3 81.5......... 825.... 855........._865.... 8...... ......8 . .... .....895_._....8..... .. ...... ............................... .................. Loop 3 816 826 ......835..........845......... 836 846 856 866 876 886 896 806 . Loop- 4 .................. 817 ................................................................................................................................................_.....................-- 827 837 847 857 867 877 887 .... 897 ... ........._..................... 807 .._ Loop.. 4.......... 838 848 858 868 878 888 898 .........._._........_......... 808 _ ................... ............................... Vehicle ............................... Loop 1....... ..........81.$..........828 ............................................................................................................................_........._._._...... 921 931 941 951 961 971 981 991 ................_ ................... 901 Detectors/ Loo 1 .91.1 912 922 932 942 ...................................... 952 962 ............................................................. _......................_..._... 972 982 _ .................... 992 . ...._ ........... 902 ............... Count Loops _p Loop 2 913 923 933 943 953 963 973 . . . . . . . . . . . . . . 983 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 993. . . . . . . . . . . . . . . . . . . . . . . . . . 903 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . Loop 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 914 . . . . . . . . . . . . . . . . . . . . . . . . . . 924 . . . . . . . . . . . . . . . . . . . . . . . . . . 934 . . . .... . ... . ... . . . . . 944 . . . . . . . ... . ... . .... . . . . . 954 . . . . . . . . . . . . . . . . . . . . . . . 964 . . . . 974 984 994 904 Loop 3 915 925 935 945 955 965 975 985 ............. . 995 .................. ' Loop 3 916 926 936 946 956 966 976 986 996 . 906 ............................................................................................................................................................................................. Loop 4 917 927 937 947 957 967 977 ...........................__.. 987 .............._..............__ 997 907 .._............... .... p ........................................................... Loo 4 ............................... 918 928......... - 938......... -948.. 958 968 978 _.. 988 998 908 ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -72 SPECIAL PROVISIONS Section 8- 20.3(8) is supplemented with the following: (March 6, 2012 * * * * * *) All signal cable shall be consistent with Section 9 -29.3 of the Standard Specifications. The end of every conductor at each wire termination, splice, connector or device, shall have a PVC wire marking sleeve bearing as its legend the circuit number indicated in the wiring schematic drawing. Where terminal strips are used as a connecting device between conductors, the terminal strips shall also bear the circuit number. Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being connected to the appropriate terminal. Section 8- 20.3(8) is supplemented with the following: (April 14, 2003 WSDOT NWR) (March 13, 1995 WSDOT NWR) Wire Splices All splices shall be made in the presence of the Engineer. 8-20.3(9) Bonding and Grounding Section 8- 20.3(9) is supplemented with the following: (March 13, 2012 * * * * * *) At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Junction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. All conduits which are not galvanized steel shall have bonding wires between junction boxes. Ground rods shall be copper clad steel, 3/4-inch in diameter by 10 -feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Section 8- 20.3(9) is supplemented with the following: (August 21, 2006 WSDOT NWR) Junction Box Grounding Every existing junction box to be modified, shall be verified by the Contractor that the metal frame and lid of junction box is grounded to the existing equipment grounding system. The existing equipment grounding system shall be derived from the service serving the raceway system of which the existing junction box is a part. City of Federal Way Safety Improvement Projects SP -73 RFB #13 -108 ' June 2013 L! � I � I J �I CI SPECIAL PROVISIONS 8- 20.3(11) Testing Section 8- 20.3(11) is supplemented with the following: (March 6, 2012 * * * * * *) The signal shall be put into operation by King County personnel. The Contractor shall be present during the turn -on with adequate equipment to repair any deficiencies in operation. The Contractor shall notify King County five working days in advance of any signal turn -on. Turn -on shall not be allowed on Fridays, weekends, holidays, or the day preceding a holiday. No more than two (2) traffic signal turn -ons will be permitted in the same week unless otherwise approved by the project engineer. Before final acceptance, a field test of the installation shall be performed for continuity and ground of each circuit; insulation resistance (megger test between each circuit and ground); and function, to ensure operation as specified or intended. Any faults in the system shall be corrected and re- tested. Costs for performing these tests and correcting the faults shall be paid by the Contractor. 8- 20.3(14)A Signal Controllers Section 8- 20.3(14)A is supplemented with the following: (December 18, 2009 * * * * * *) The new signal controller(s) and cabinet(s) shall conform to all of the sections and requirements within and under the Sections and Sub Sections of 9 -29.13 Traffic Signal Controllers within the Standard Specifications and these Special Provisions. Signal controller and cabinet shall be tested by King County at their shop located at 155 Monroe Avenue NE in Renton, Washington. The contractor shall deliver the controller and cabinet to the shop and shall pick up the units at the end of the test period, deliver to the job site, and install. ' All field signal controller cabinet modifications and wire terminations shall be done by the KC Signal Shop Representative. The Contractor shall be responsible for pulling wiring into the controller cabinet and stripping the ends. 8- 20.3(14)B Signal Heads ' Section 8- 20.3(14)B is modified as follows: The first paragraph is deleted and replaced with the following: (March 13, 2012 * * * * * *) ' Signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller or controller modifications are in place, inspected, and ready for operation at ' City of Federal Way RFB #13 -108 Safety Improvement Projects June 2013 ' SP -74 SPECIAL PROVISIONS I that intersection, unless ordered by the Engineer. If the Engineer orders advance installation, ' the signal heads shall be covered to clearly indicate the signal is not in operation. The signal head covering material shall be of sufficient size to entirely cover the display. The covering shall extend over all edges of the signal housing and shall be securely fastened at the back. All new ' vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6 mil black polyethylene sheeting until placed into initial operation. The fitted covers shall use adjustable straps. The fitted covers shall have a one -inch hole for each signal display to flash out ' indications. Signal heads shall be installed with back plates. A two (2) inch wide strip of Type IX yellow retro reflective sheeting shall be applied to the outside border of the back plates in accordance with ' the manufacturer's recommendations. The application surface of the back plate shall be cleaned, degreased. Section 8- 20.3(14)B is supplemented with the following: Alignment of vehicular and pedestrian signal heads shall be approved by the Engineer prior to system turn -on. The type of mounting hardware specified for the mast arm mounted vehicle signals may require modification at the time of installation to accommodate as built conditions. After the pole assembly has been installed and leveled, the Contractor shall measure the distance between each mounting point on the arm and the roadway. A type of mounting bracket different from that specified on the Plans shall be provided and installed by the Contractor if necessary to achieve the following criteria: 1. Red indications shall be in as straight a line as possible. 2. The bottom of the housing (including backplate) shall be between 16.5 feet and 19.0 feet above the pavement. Section 8- 20.3(14)B is supplemented with the following: (April 3, 1993 WSDOT NWR) Optically Programmed Signal Head: The visibility zone of the optically programmed signal heads shall be set as directed by the KC Signal Shop Representative to the Engineer. 8- 20.3(14)E Signal Standards Section 8- 20.3(14)E is supplemented with the following: (December 18, 2009 * * * * * *) Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- approved plans, or special design plans. After delivering the poles or arms to the job site and before they are installed, they shall be stored in a place that will not inconvenience the public. All poles and arms shall be installed in compliance with Washington State Utility and Electrical Codes. (December 18, 2009 * * * * * *) City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 SP -75 I SPECIAL PROVISIONS 8- 20.3(14)F Opticom Detectors New Section Relocated Opticom detectors shall be installed in a drilled and tapped hole in the top of the mast arm unless otherwise shown in the Plans. They shall be tightly fitted to point in the direction as determined in the field. Lead -in cable back to the controller shall have no splices. All lead -in cables shall be connected to terminals by KC Signals Shop Representative. The shields shall be grounded to the grounding bar. 8- 20.3(17) "As Built" Plans Section 8- 21.3(17) is deleted and replaced with the following: (December 18, 2009 * * * * * *) Upon completion of the project, the Contractor shall furnish an "as- built" drawings of each intersection showing all signal modifications and with a special symbol identifying those items that have been changed from the original contract drawings. All items shall be located to within one foot (1') horizontally and six inches (6 ") vertically above or below the finished surface grade. (March 6, 2012 * * * * * *) 8- 20.3(18) Removal of Existing Signal Equipment New Section ' Where noted on the Plans, existing signal, illumination, and interconnect equipment shall be removed by the Contractor. All salvaged signal, illumination, and interconnect equipment materials shall be the property of the Contractor. ' All other material removed shall become the property of the Contractor and shall be disposed of off- site at a legal disposal site. ' All pole foundations and anchor bolts shall be removed to 18 inches below new subgrade, and the resulting hole shall be backfilled with compacted gravel borrow meeting the requirements of Section 9- 03.14(1), unless the Engineer has approved the use of native material. ' Where junction boxes are removed, the conduit and wire shall also be removed to the bottom of the trench and the resulting hole backfilled with gravel borrow meeting the requirements of Section 9- 03.14(1), unless the Engineer has approved the use of native material. ' Removals associated with the electrical system shall not be stockpiled within the jobsite without the Engineer's approval. 1 8 -20.4 Measurement ' Section 8 -20.4 is modified as follows: IParagraphs two, three and four are deleted and replaced with the following: I(January 8, 2013 * * * * * *) City of Federal Way Safety Improvement Projects RF13 #13 -108 June 2013 SP -76 SPECIAL PROVISIONS "Traffic Signal System Modifications - (Fill -in Intersection). Complete" shall be measured (per lump sum, per each intersection individually) for the total of all items for complete traffic signal system at the intersection of and . All items and labor necessary to supply, install, and test the controllers, signal heads, mast arm mounted signs, conduit, wiring, junction boxes, signal poles, foundation, connections with existing conduit and junction boxes, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete traffic signal system except those explicitly covered in other bid items in this section, shall be included within the lump sum measurement. Removal of an existing signal system or existing signal components except those explicitly covered in other bid items in this section shall be included within the lump sum measurement. After construction is complete, it is Contractor's responsibility to adjust, relocate, and reposition all traffic signal heads to their final position as shown on the Contract Documents, and shall be considered incidental to the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches and conduit/junction box installations containing traffic signal system elements shall be included in the lump sum measurement for "Traffic Signal System Modifications - (Fill -in Intersection), Complete ". "Overhead Lane Assignment Sign - (Fill -in Intersection Avaroach). Complete" shall be measured (per lump sum, per each sign pole assembly) for the total installation of the signage and sign pole assembly. All items and labor necessary to supply and install the signage, signage mounting, signage bracing, type II signal standard and mastarm, pole foundation an d all associated demolition and restoration of facilities destroyed or damaged during construction, as well as the removal, salvaging and hauling of existing signage in conflict with the plans, and all other components necessary to make a complete overhead lane assignment sign assembly shall be included in the lump sum measurement. After construction is complete, it is Contractor's responsibility to adjust, relocate, and reposition all signs to their final position as shown on the Contract Documents, and shall be considered incidental to the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. "Retroreflective Backplate Tape, Complete" shall be measured (per lump sum) for the total installation of retroreflective tape for all existing traffic signal heads at all intersections shown in the Citywide Safety Improvement Project Plans per the general notes as well as all those listed in the "Signal Head Backplate Modification List of Intersections" schedule in the PlansAll items and labor necessary to supply and install the tape, including the installation of new backplates to existing signal heads as identified in the Plans, shall be included within the lump sum measurement. After construction is complete, it is Contractor's responsibility to adjust, and reposition all signal heads to their proper orientation and shall be considered incidental to the lump sum measurement. "Directional Boring - (Fill -in Intersection l'shall be measured per linear foot. All items and labor necessary to supply and install the conduit using the boring methods described within these special provisions shall be included within the linear foot measurement. After construction is complete, it is Contractor's responsibility to restore all facilities destroyed or damaged during construction, as well as the removal and haul of all waste and clean up and is incidental to the linear foot measurement. City of Federal Way Safety Improvement Projects SP -77 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS "APS Push Button System - (Fill -in Intersection), Complete" shall be measured (per lump sum, per each intersection individually) for the total of all items for complete removal of the existing push button system and installation of the new APS push button system at the intersection of and . All items and labor necessary to supply, install, and test the push button assemblies and signage, equipment within the controller cabinet, conduit, wiring, junction boxes, push button poles, foundations, connections with existing conduit and junction boxes, restoring facilities destroyed or damaged during construction, salvaging existing materials, trenching and all other components necessary to make a complete APS push button system except those explicitly covered in other bid items in this section, shall be included within the lump sum measurement. Removal of an existing push button system or existing push button components except those explicitly covered in other bid items in this section shall be included within the lump sum measurement. 8 -20.5 Payment Section 8 -20.5 is deleted and replaced with the following: (December 17, 2012 * * * * * *) Payment will be made in accordance with Section 1 -04.1 for each of the following Bid Items: "Traffic Signal System Modifications - (Fill -in Intersection), Complete ", per lump sum. "Overhead Lane Assignment Sign - (Fill -in Intersection Approach), Complete ", per lump SUM. ' "Retroreflective Backplate Tape, Complete ", per lump sum. "Directional Boring - (Fill -in Intersection Y', per linear foot. "APS Push Button System — (Fill -in Intersection), Complete ", per lump sum. The lump sum price for "Traffic Signal System Modifications - (Fill -in Intersection), Complete" ' shall be full pay for furnishing all labor, equipment, materials and supplies necessary or incidental to the construction to complete the work as specified. This includes and is not limited to all work related to the addition of new signal equipment, removal of existing signal equipment, relocation of existing signal equipment to accommodate construction phasing throughout the project. All costs for installing signal heads and signing on signal mast arms and poles or temporary signal installations shall be incidental to the bid item(s) in this section and no additional compensation will be made. ' The lump sum price for "Overhead Lane Assignment Sign - (Fill -in Intersection Approach), Complete" shall also included all necessary preparation work and restoration work associated ' with the pole foundation installation. This includes, but is not necessarily limited to, any necessary clearing and grubbing (see 2 -01), sidewalk removal to the limits shown on the Plans (see 2 -02), replacement of crushed surfacing top course (see 4 -04), cement concrete sidewalk ' (see 8 -14), topsoil Type A and seeded lawn installation (see 8 -02). All costs for installing junction boxes and conduit containing traffic signal system shall be ' incidental to the bid items per this section and Section 8 -20.4 and no additional compensation will be made. All costs for painting shall be incidental and included in the bid items included in this section ' and no additional compensation will be made. ' City of Federal Way Safety Improvement Projects I SP -78 RFB #13 -108 June 2013 SPECIAL PROVISIONS Adjustment of junction boxes shall be incidental and included in the bid items included in this section and no additional compensation will be made. Restoration of facilities destroyed or damaged during construction shall be considered incidental to the bid items included in this section and no additional compensation will be made. SECTION 8 -21, PERMANENT SIGNING 8 -21.1 Description Replace Section 8 -21.1 with the following: This work shall consist of furnishing and installing permanent signing, sign removal, sign relocation, and the project sign installation and removal, in accordance with the Plans, these Specifications, the Standard Plans, MUTCD, and the City of Federal Way Standard Details at the locations shown in the Plans or where designated by the Engineer. Signs to be removed as shown on the Plans, shall be returned to the Owner. 8-21.2 Materials Sentence three is deleted and replaced with the following: Materials for sign mounting shall conform to Section 9- 28.11. 8 -21.3 Construction Requirements 8- 21.3(2) Placement of Signs Section 8- 21.3(2) is supplemented with the.following: The City of Federal Way, 253- 835 -2744, shall be contacted within 2 working days of completion of the permanent signing installation to inspect, inventory, and log all new and relocated signs. Other Signs: Refer to the currently adopted version of the Manual on Uniform Traffic Control Devices (MUTCD) with Washington State Supplements. 8- 21.3(5) Sign Relocation Section 8- 21.3(5) is supplemented with the following: King County METRO and/or Pierce Transit personnel will remove and reinstall all existing bus stop signs and supports within the project limits. The Contractor shall contact King County METRO at 206 - 684 -2732 or Pierce Transit at 253 - 581 -8130 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the record of communication shall be forwarded to the City of Federal Way. 8 -21.5 Payment Section 8 -21.5 is supplemented the following: Payment will be incidental to contract price of "Traffic Signal System Modifications - Fill -in Intersection), Complete" and /or "Overhead Lane Assignment Sign - (Fill -in Intersection Approach), Complete ". No additional payment will be made. City of Federal Way Safety Improvement Projects END OF DIVISION 8 SP -79 RFB #13 -108 ' . June 2013 SPECIAL PROVISIONS DIVISION 9 MATERIALS 9 -03 AGGREGATES 9- 03.12(6) Pit Run Sand Section 9- 03.12(6) is a new section: Sieve Size Percent Passina 3/8" square 100 U.S. No. 4 90 Sand Equivalent 30 minimum 9 -14 EROSION CONTROL AND ROADSIDE PLANTING 9- 14.1(1) Topsoil Type A (Special Provision) Section 9- 14.1(1) is supplemented with the following: Topsoil Type A shall meet the following: Sand: greater than 0.05 mm to less than 2mm - maximum of 60% Silt: greater than 0.002 mm to less than 0.05 mm - maximum of 35 %' Clay: less than 0.002 mm - maximum of 15 %' Organic Content: Percent of dry weight - 8 to 12% Acidity (Ph) - 6.0 to 7.0 ' Clay and Silt combined - no greater than 40% 9 -14.2 Seed (Special Provision) Section 9 -14.2 shall be supplemented with the following: The dealer shall mix the grass seed for hydroseeding. The Contractor shall furnish to the Engineer the dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Seeded lawn shall be composed of the following varieties mixed in the properties indicated. City of Federal Way Safety Improvement Projects SP -80 RFB #13 -108 June 2013 SPECIAL PROVISIONS Seeded Lawn Mix: Kind and Variety % By Of Weight % Pure Seed Seed in Mixture Minimum % Germination , Perennial Rye (2 50% 99% weed free 90 Varieties) (Lolium perenne) Chewings 25% 99% weed free 90 Fescue Creeping Red 25% 99% weed free 90 Fescue Seed shall be applied at a rate of 80 pounds per acre on areas requiring seeding, fertilizing and mulching. All seed shall be Pure Live Seed. Inert and other crop material shall not exceed 5 %, noxious weeds not to exceed 0 %. 9 -14.7 Stakes, Guys, and Wrapping (Special Provision) Section 9 -14.7 is supplemented with the following: Stakes shall be BVC round tree stakes with Chainlock guying or Engineer accepted product. No wrapping required. SECTION 9 -21, RAISED PAVEMENT MARKERS (RPM) 9- 21.2(1) Physical Properties Section 9- 21.2(1) is supplemented with the following: Type 2 raised pavement markers shall NOT be ceramic. SECTION 9 -28, SIGNING MATERIALS AND FABRICATION 9 -28.1 General Paragraph three is deleted and replaced with the following: All regulatory (R series), school (S series), and warning (W and X series) signs, except for parking regulation and parking prohibition signing, shall be constructed with Encapsulated Lens Reflective Sheeting in accordance with Section 9 -28.8 of the Standard Specifications. This sheeting has a retro reflection rating of 250 candelas/foot candle /square foot for white - silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of minus 4 degrees. City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 SP -81 I 0 � I J n 0 1 7 SPECIAL PROVISIONS This high intensity sheeting shall be Type III sheeting or greater. All street name (D -3) sign sheeting shall meet this specification. All overhead signing shall meet the specifications of Prismatic Lens Reflective Sheeting. This sheeting has a minimum retro reflection rating of 800 candelas /foot candle /square foot for white - silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of minus 4 degrees. This diamond grade sheeting shall be Type IX sheeting or greater. This standard applies to all signs mounted above the roadway, on span wire or signal mast arms. Motorist information and parking signing shall be constructed with Engineer Grade Sheeting, in accordance with Section 9 -28.6 of the Standard Specifications. This sheeting has a minimum retro reflection rating of 70 candelas /foot candle /square foot for white - silver sheeting with a divergence angle of 0.2 degrees and an incidence of minus 4 degrees. This engineering grade sheeting shall be Type I sheeting or greater. These signs include guide signing (D series — except D -3), corporate limit signing (I series), and motorist information signing (K series). The reflectivity standard of supplemental plates shall match that of the primary sign. 9 -28.8 Sheet Aluminum Signs Section 9 -28.8 is supplemented with the following: All permanent signs shall be constructed from aluminum sign blanks unless otherwise approved by the Engineer. Sign -blank minimum thicknesses, based on maximum dimensions, shall be as follows: Maximum Dimension Blank Thickness Less than 30 inches 0.080 inches Greater than 30 inches, less than 48 inches 0.100 inches Greater than 48 inches 0.125 inches All D -3 street -name signs shall be constructed with 0.100- inch -thick blanks. The Contractor shall install permanent signs which meet or exceed the minimum reflectivity standards. All sign face sheeting shall be applied to sign blanks with pressure sensitive adhesives. 9 -28.9 Fiberglass Reinforced Plastic Signs Section 9 -28.9 is deleted in its entirety. 9 -28.14 Sign Support Structures Section 9 -28.14 is supplemented. with the following: Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. 9- 28.14(1) Timber Sign Posts Section 9- 28.14(1) is supplemented with the following: All ground- mounted signposts shall use pressure treated hem -fir wood posts unless approved otherwise by the Engineer. All wood posts shall be buried a minimum of 30 inches below the finished ground line. Post backfill shall be compacted at several levels to minimize settling. All posts shall be two -way plumb. ' City of Federal Way Safety Improvement Projects I SP -82 RFB #13 -108 June 2013 SPECIAL PROVISIONS 9- 28.14(2) Steel Structures and Posts Section 9- 28.14(2) is supplemented with the following: Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. Approved Manufacturers for Steel Sign Supports The Standard Plans lists several steel sign support types. These supports are patented devices and many are sole- source. All of the sign support types listed below are acceptable when shown in the plans. Steel Sian Support Type Type TP -A & TP -B Type PL, PL -T & PL -U Type AS Type AP Type ST 1, ST 2, ST 3, & ST 4 Type SB -1, SB -2, & SB -3 Manufacturer Transpo Industries, Inc. Northwest Pipe Co. Transpo Industries, Inc. Transpo Industries, Inc. Ultimate Highway Products, Allied Tube & Conduit, Inc., Northwest Pipe, Inc. Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated„ Northwest Pipe, Inc. "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read "ASTM F 436 ". SECTION 9 -29, ILLUMINATION, SIGNAL, ELECTRICAL 9 -29.1 Conduit, Innerduct, and Outerduct Section 9 -29.1 is supplemented with the following: (June 5, 2000 WSDOT NWR) Conduit Coatings Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a minimum 1 -inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. 9- 29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings Section 9- 29.1(1) is supplemented with the following: City of Federal Way Safety Improvement Projects SP -83 RFB #13 -108 ' June 2013 '� 1 U n I L SPECIAL PROVISIONS (August 10, 2009 WSDOT NWR) Conduit Sealing Mechanical plugs for cabinet conduit sealing shall be one of the following: 1. Tyco Electronics - TDUX 2. Jackmoon — Triplex Duct Plugs 3. O -Z Gedney — Conduit Sealing Bushings The mechanical plug shall withstand a minimum of 5 psi of pressure. 9- 29.1(2) Rigid Metal Conduit Fittings and Appurtenances Section 9- 29.1(2) is supplemented with the following: (August 10, 2009 WSDOT NWR) Conduit Coatings Electroplated couplings are not allowed. (March 4, 2009 WSDOT NWR)) Surface Mounting Conduit Attachment Components Channel supports and all fastening hardware components shall be Type 304 stainless steel. 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9- 29.2(1) Standard Duty Junction Boxes Section 9- 29.2(1) is supplemented with the following: (January 21, 2011 WSDOT NWR) Concrete Junction Boxes The Non -slip lid and frame shall be made of the following material: Non -slip lid ASTM A36 flat steel Non -slip frame ASTM A36 flat steel Both the non -slip lid and non -slip frame shall be treated in the factory with the manufacturer's most aggressive surface.. The non -slip lid shall be identified with permanent marking on the underside indicating the type of surface treatment and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness formed by engraving, stamping or with a stainless steel weld bead. ' City of Federal Way Safety improvement Projects I SP -84 RFB #13 -108 June 2013 SPECIAL PROVISIONS 9-29.6 Light and Signal Standards Section 9 -29.6 is supplemented with the following: (August 6, 2012 WSDOT GSP) Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6- 03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm connecting bolts instead of lockwashers. All signal arm AASHTO M 164 connecting bolts tightening shall comply with Section 6- 03.3(33). Traffic signal standard types and applicable characteristics are as follows: Type PPB Pedestrian push button posts shall conform to Standard Plan J -20.10 or to one of the following pre- approved plans: Fabricator Northwest Signal Supply Inc. Valmont Ind. Inc. Ameron Pole Prod. Div. Union Metal Corp. West Coast Engineering Group KW Industries Type II Characteristics: Luminaire mounting height Luminaire arms Luminaire arm length Signal arms Drawing No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 DB00655 Rev. J Sheet's 1, 2 & 3 WA10TR -1 & WAPPBPBA TA -10035 Rev. R6 Sht. 1 WSDOT -PP -01 Rev. 1 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 N.A. N.A. N.A. One Only Type II steel standards shall conform to one of the following pre- approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Length (max) Fabricator -(x) (y) (z) Drawing No. 65 ft. Valmont Ind. Inc. (2894) DB00625- Rev.R, Shts. 1, 2,3 & 4 City of Federal Way , Safety Improvement Projects RFB #13 -108 June 2013 SP -85 11 SPECIAL PROVISIONS 65 ft. Union Metal Corp. (2900) 71026 -1386 Rev. R9 Shts. 1, 2, & 3 65 ft. Ameron Pole Prod. Diva (2900) W3724 -1 Rev. J & W3724 -2 Rev.G 65 ft. Northwest Signal Supply Inc. (2802) NWS 3500 Rev. 4 or NWS 3500B Rev. 4 45 ft. American Pole Structures, Inc. (1875) WS -T2 -L Rev. 8 Sheet 1 & 2 of 2 65 ft. American Pole Structures, Inc. (2913) WS -T2 -H Rev. 8 Sheets 1 & 2 of 2 65 ft. KW Industries 10- 200 -TSP -4 Rev. 5, Sheets 1, 2, and 3 65 ft West Coast Engineering Group WSDOT -TS -01 Rev. 3 Sheets 1, 2, and 3 65 ft. Maico Industries (2894) WSDOTMA Rev. 3 Sheets 1, 2 and 3 Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes are available from the Bridges and Structures Office. Foundations for various types of standards shall be as follows: Type II As noted in the Plans. Section 9- 29.6(1) is supplement with the following: (May 1, 2006 WSDOT NWR) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SPECIAL PROVISIONS 9 -29.13 Traffic Signal Controllers Section 9 -29.13 is supplemented with the following: (May 31, 2012 * * * * * *) Equipment includes the following: • Quantity One (1) — NEMA TS2 Type 1 cabinet with 16 position load bay. • Quantity One (1) — TS2 Controller unit ASC /3 -RM with firmware version 2.54 or newer. • Quantity One (1) — Type 16 Conflict Monitor Unit EDI 2010 ECL. • Quantity One( 1) — TS2 Detector racks capable of 16 channels. • Quantity One (1) — TS2 Power Supply. • Auxiliary equipment so as to form completely functional eight phase traffic signal control cabinets. • Video Detection Equipment and Advanced Loop Detection Equipment. • Fiber Optic Patch Panel - 24 fiber count • Fiber Optic Ethernet Switch(s) • Fiber Optic Patch Cords Documentation and Training Contractor to supply complete technical information, shop drawings, schematic diagrams, photographs, circuit diagrams, programming and operation instruction manuals, and any other necessary documents to fully describe the proposed equipment. Schematics & Manuals: The cabinet(s) shall have a waterproof envelope with a side access attached to the inside of the door. At the time of delivery the envelope shall have two complete sets of schematics and manuals for all assemblies and sub - assemblies. In addition, the cabinet shall arrive with two sets of cabinet prints and one disk copy of the cabinet print in AutoCAD format including circuit schematics for each model of the following: 1. Controller 2. Conflict Monitor 3. Opticom Equipment 4. Video Detection Equipment 5. Fiber Optic Communication Equipment The supplier shall provide a minimum of a one -day (8 hour) training session, given by qualified technical representative(s) of the manufacturer's firm. The sessions shall be conducted at the County and the training sessions shall be coordinated with the City Traffic Engineer. The supplier shall contact the City Traffic Engineer approximately three weeks prior to delivery of the equipment for the purpose of discussing the format and scheduling of the training sessions. The sessions shall be conducted within five (5) working days AFTER delivery of the equipment. The training sessions shall as a minimum meet the following requirements: 1. Session 1: Basic operation, detector programming, special configuration programming, and time of time of day operation. This would cover operator front panel instruction for each component (i.e., Controller, Malfunction Management Unit, and Detector). 2. Session 2: Preemption, telemetry, diagnostics, cabinet operation, preventative maintenance, computer software, and troubleshooting. Technical maintenance and troubleshooting instruction shall be the main focus. City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 SP -87 I SPECIAL PROVISIONS 3. Presentations shall be made by "factory trained personnel'. Supplier shall provide all necessary equipment needed for the training. The instructional materials provided with the training sessions shall include the following information: 1. Table of Contents 2. Operating Procedure 3. Theory of Operation 4. Maintenance and Troubleshooting Information 5. Circuit Wiring Diagrams 6. Pictorial Diagrams of Part Locations 7. Timing Sheet 9- 29.13(2) Flashing Operations Section 9- 29.13(2) is modified as follows: Paragraph 2, Item 2 is deleted and replaced with the following: (February 2, 2012 * * * * * *) Police Flash Switch - The switch shall have two positions, "Auto" and "Flash". The up position shall be "Auto' and result in normal signal operation. The down position shall be "Flash" and will put the signal into flashing operation and apply stop time to the controller. When the flash switch is returned to the "Automatic" position, the controller shall restart except when the conflict monitor has commanded flash operation. The effect shall be to disable the police panel when the conflict monitor has detected a malfunction and all controller and conflict monitor indications shall be available to the technician regardless of the position of the police panel flash. The controller shall restart with all -flash for a preset period of time. Section 9- 29.13(2) is supplemented with the following: (March 15, 2012 * * * ** *) All cabinets shall be wired to flash red for all phases. Flashing display shall alternate between Phases 1, 2, 5, 6 and Phases 3, 4, 7, 8. 9- 29.13(3) Emergency Preemption Section 9- 29.13(3) is supplemented with the following: (March 13, 2012 * * * * * *) Emergency Preemption System (EPS) equipment shall be compatible with the operational requirements of the existing Opticom brand (GTT (formerly 3M)) emitters, detectors, phase discriminators and confirmation lights owned by the City. EPS equipment shall meet the following requirements: 1. Detector. The Contractor shall provide and install emergency preemption detectors at locations shown in the plans. The emergency preemption detectors shall be solid -state devices consisting of photoelectric cells and an amplifier mounted in weather - resistant housings. The detectors (GTT Model #711 or approved equal) shall be capable of detecting an optical signal generated by an Opticom brand emitter assembly (GTT). The detectors shall detect the optical signals from the emitter, amplify the signal, and transmit ' City of Federal Way Safety Improvement Projects 1 SP -88 RFB #13 -108 June 2013 SPECIAL PROVISIONS it to the phase discriminator. The detectors shall have a range control capable of being adjusted up to a maximum of 1/3 mile. Detectors shall be installed in a drilled and tapped hole in the top of the mast -arm or street -light arm, unless shown otherwise in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. 2. Detector Lead -in Cable. No splicing will be allowed between the detector and the controller cabinet. All lead in cables shall be connected to terminals in the controller cabinet as shown in the wiring diagram. The shields shall be grounded to the grounding bar. 3. Confirmation Light. Mounted below the OPTICOM detector there shall be placed a white, 100 watt (minimum), standard screw socket, flood light which shall indicate, by being on, when the preemption interval is in effect and the desired phase is being held in a green display, unless otherwise noted in the plans. Indicator lights shall be actuated by utilizing the unused yellow output of pedestrian signal switch packs. 4. Multimode Phase Selector. The phase selector shall be GTT (formerly 3M) Opticom Model 764 capable of communication both IR and GPS based systems. Maintenance and operation manuals shall be furnished for all emergency preemption equipment to the City of Federal Way or its designated agents by the Contractor. 9- 29.13(7) Traffic - Actuated Controllers Section 9- 29.13(7) is supplemented with the following: The controller shall be a NEMA TS2 controller. The rack mounted controller shall be an Econolite ASC /3 -RM with firmware version 2.54 or newer. Controller type (shelf mounted or rack mounted) shall be as noted in the Plans. 9- 29.13(7)B Auxiliary Equipment for NEMA Controllers Section 9- 29.13(7) is modified as follows: Paragraph 1, Item 1 is supplemented with the following: (February 2, 2012 * * * * * *) All flasher units shall as a minimum meet NEMA TS -2 1992, Section 6 requirements. Paragraph 1, Item 2 is supplemented with the following: (February 2, 2012 * * * * * *) All load switches shall as a minimum meet NEMA TS -2 1992, Section 6. Paragraph 1, Item 3a is deleted and replaced with the following: (February 2, 2012 * * * * * *) A 50 -amp main breaker shall be supplied. This breaker shall supply power to the controller, MMU, signals, cabinet power supply, and auxiliary panels. Paragraph 1, Item 3b is deleted and replaced with the following: (February 2, 2012 * * * * * *) City of Federal way Safety Improvement Projects SP -89 RFB #13 -108 ' June 2013 SPECIAL PROVISIONS A 15 -amp auxiliary breaker shall supply power to the fan, light, and GFI outlet. Paragraph 1, Item 3c is supplemented with the following: (February 2, 2012 * * * * * *) Spare neutral buss bars shall be provided on the bottom left and right of the cabinet. Paragraph 1, Item 3d is supplemented with the following: (February 2, 2012 * * * * * *) A 50 -amp, 125 -VAC radio interference line filter shall be provided. Paragraph 1, Item 3 is supplemented with the following: (February 2, 2012 * * * * * *) g. A normally -open, 60 -amp, solid -state device, "MANUFACTURER ", "MODEL", or approved equivalent. f. The power panel shall be covered by an easily removable, clear Plexiglas cover. Paragraph 1, Item 4 is supplemented with the following: (February 2, 2012 * * * * * *) Inside the police door there shall be a flash switch, which shall be the only switch on that panel. The switch shall have two positions, "Auto" and "Flash ". The up position shall be "Auto" and result in normal signal operation. The down position shall be "Flash" and will put the signal into flashing operation and apply stop time to the controller. The switch shall be a general - purpose bat style toggle switch with 0.688- inch -long bat. The switch shall have a protective cover, which must be lifted to operate the switch. Paragraph 1, Item 6 is supplemented with the following: Cabinets shall be equipped with a NEMA TS2 Malfunction Management Unit/Conflict Monitor ' Unit. The shelf mounted MMU shall be an EDI MMU -16LE. The rack mounted CMU shall be an EDI 2010 ECL. Conflict Monitor type (shelf mounted or rack mounted) shall be as noted in the Plans. Paragraph 1, Item 7, sub - paragraph 1 is deleted and the section is supplemented with the following: ' (February 2, 2012 * * * * * *) The detector interface panel shall support up to 32 channels of detection and four channels of ' preemption devices. ' City of Federal Way Safety Improvement Projects I SP -90 RFB #13 -108 June 2013 SPECIAL PROVISIONS Detector Racks Two vehicle detector amplifier racks and two detector interface panels shall be provided in each cabinet. Each rack shall support up to 16 channels of loop detection, one 4- channel preemption device, and one BIU. Paragraph 1, Item 8 is supplemented with the following: (February 2, 2012 * * * * * *) There shall be terminal strips for field wiring in the controller cabinet. The terminals shall be numbered in accordance to the field wiring chart included in these Specifications. A common buss bar with a minimum of 15 spare terminals shall be available after the cabinet is fully wired. In addition, a 15 terminal bar shall be provided for the pedestrian common and a terminal shall be provided for each signal head neutral. The buss bars shall be located on the left side wall of the cabinet. Only King County numbers shall be shown. Pedestrian Detector Field Wiring All pedestrian detectors shall be connected between logic ground and their appropriate field terminal. The terminals shall be grouped together and located in the lower left side panel. Main Panel and Wire Terminations All wires terminated behind the main panel and other panels shall be SOLDERED. No pressure or solderless connectors shall be used. Printed circuit boards shall NOT be used on main panels. Field Terminal Locations Field terminals shall be located at the bottom of the backboard. Their order shall be left to right beginning with phase one and following the order of the load switches. Field terminals shall be of the Screw type per NEMA TS2 5.3.6. Paragraph 1, Item 9 is supplemented with the following: (February 2, 2012 * * * * * *) The cabinet shall be provided with a thermostatically - controlled (adjustable between 80 -150 degrees F) ventilation fan and shall be installed in the top of the cabinet plenum. Paragraph 1, Item 10 is deleted and replaced with the following: (February 2, 2012 * * * * * *) The cabinet shall have an incandescent lighting fixture that shall be mounted on the inside top of the cabinet near the front edge. An on/off switch that is turned on when the cabinet door is opened and off when it is closed shall activate the incandescent light. The lamp socket shall be placed on the circuit with convenience outlets which shall be protected by a circuit breaker rated at 25 amps. An incandescent 150 -watt bulb shall be provided. Paragraph 1, Item 11 is supplemented with the following: (February 2, 2012 * * * * * *) City of Federal Way Safety Improvement Projects RFB #13 -108 ' June 2013 SP -91 , SPECIAL PROVISIONS All Controller and Malfunction Management Unit cables shall be of sufficient length to access any shelf position. All cables shall be encased in a protective sleeve along their entire free length. Color Coding All cabinet wiring shall be color coded as follows: Purple = MMU Wiring Orange = Flash Color Programming Brown = Green Signal Wiring Yellow = Yellow Signal Wiring Red = Red Signal Wiring Blue = Controller wiring Gray = DC ground AC+ = Black AC- = White Chassis Ground = Green Paragraph 1 is supplemented with the following: (February 2, 2012 * * * * * *) 15. Main Panel Configuration - The main panel shall be fully wired in the following configuration: a) Sixteen (16) load sockets. b) Six (6) flash- transfer -relay sockets. c) One (1) flasher socket. d) Two (2) main panel rack slots for BIUs 1 and 2. Two rack slots for Terminal and Facilities BIU's 3 and 4 which shall be wired to numbered terminal strips. e) Wiring for 2 detector racks and 1 Type -16 MMU. 1. Lightning Suppression - The cabinet shall be equipped with a surge arrester. 2. Convenience Outlets - One convenience outlet with a ground fault interrupter and a second convenience outlet without ground fault interrupter shall be furnished in the cabinet(s). The ground fault outlet shall be mounted one on right side of the cabinet, near the top shelf, and the non- ground fault outlet shall be mounted on the left side of the cabinet, near the top shelf. No outlets shall be mounted on the door. The convenience outlets shall be placed on the circuit with the lamp socket which shall be protected by a circuit breaker rated at 25 amps. 3. Loop Detector Units: (a) Cabinets shall be supplied with eight 4- channel loop detectors minimum or sixteen 4- channel loop detectors maximum as shown on the Plans. Loop detectors shall meet TS2 Specifications. (b) Equipment and loop detection for advanced loops shall be as shown in the plans. (c) Cabinets shall also be supplied with video cameras and control. All stop bar detection will be via video detection and loop systems. Equipment and components shall be as shown in the plans. City of Federal Way Safety Improvement Projects I SP -92 RFB #13 -108 June 2013 SPECIAL PROVISIONS 4. Telemetry Interface Panel - All cabinets shall be wired with a telemetry interface panel and telemetry connecting cable so as to work with the master cabinet. In addition, every cabinet shall also be wired for transient suppression. 5. Preemption - The cabinet shall be completely wired to accept and service calls from GTT (formerly 3M) Opticom, Model 764, phase - selector modules and their related optical- detector units. 6. Buss Interface Unit - Buss interface units (BIUs) shall meet all TS2 -1992 Section 8 requirements. In addition, all BIUs shall provide separate front panel indicator light emitting diode (LEDs) for Valid Data. 7. Cabinet Power Supply - The cabinet power supply shall as a minimum meet all TS2- 1992, Section 5.3.5 requirements. All power supplies shall also provide a separate front panel indicator LED for each of the four outputs. Front panel banana jack test points for 24 VDC and logic ground shall also be provided. 8. Fiber Optic Interconnect - The cabinet shall be furnished with equipment to accommodate the fiber optic interconnect cable including a fiber to serial modem and Ethernet switch(s). 9. Inside Control Panel Switches - Service Panel Switches (a) Power Switches: There shall not be a main power switch inside the cabinet(s) that shall render all control equipment electrically dead when turned off. There shall be a controller power switch that shall render the controller and load switching devices electrically dead while maintaining flashing operation for purposes of changing the controller or load switching devices. The switch shall be a general - purpose bat style toggle switch with .688- inch -long bat. The switch shall have a protective cover, which must be lifted to operate the switch. (b) Stop Time Switch: There shall be a 3- position switch located inside the cabinet door identified as the Stop Time switch. Its positions shall be labeled "Normal" (up), "Off' (center), and "On" (down). With the switch in its Normal position, a stop timing command may be applied to the controller by the police flash switch or the conflict monitor unit. When the switch is in its "Off' position, stop- timing commands shall be removed from the controller. The "On" position of the switch shall cause the controller to stop timing. The switch shall be a general - purpose bat style toggle switch with .688- inch -long bat. The switch shall have a protective cover, which must be lifted to operate the switch. (c) Technician Flash Switch: There shall be a switch inside the cabinet to place the signal in flashing operation while the controller continues to operate. This flash shall have no effect on the operation of the controller or conflict monitor. The switch shall be a general - purpose bat style toggle switch with .688- inch -long bat. The switch shall have a protective cover, which must be lifted to operate the switch. (d) Detector Test Switches: All eight controller phase inputs shall have push button momentary test switches. Each switch shall be connected to. the first channel of each detector card input to the BIU. All eight pedestrian phases shall have push button momentary test switches by phase. These switches shall be located inside the cabinet door and labeled by associated phase number. A see - through Plexiglas cover shall cover all detector disconnect/test switches. (e) Preempt Test Switches: All Six preempt inputs shall have disconnect/test switches. These switches shall have three positions labeled "Normal" (up) which shall connect the controller to the Opticom output: "Off (center) which shall isolate the controller from the Opticom output: and `rest' (down) which shall provide a momentary true input to the controller. (f) Switches shall be in groups of eight (8), matching the phase groupings of the intersection. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -93 I SPECIAL PROVISIONS 9- 29.13(7)D NEMA Controller Cabinets Section 9- 29.13(7)D is supplemented with the following: (August 23, 2011 * * * * * *) "Plug and Play" Cabinets are not acceptable. "Modular" Main Panels shall not be permitted. Section 9- 29.13(7)D is modified as follows: Paragraph 1, Item 1 is deleted and replaced with the following: (February 2, 2012 * * * * * *) Cabinet Construction A complete NEMA TS2 Type 1 eight -phase cabinet shall be supplied and installed by the Contractor. The size of the cabinet shall be Type 6 (P 55 "). Cabinets shall meet, as a minimum, all applicable sections of the NEMA Standard Publication No. TS2 -1998. Where differences occur, this Specification shall govern. The cabinets shall meet the following criteria: 1. Material shall be 5052 -H32 0.125- inch -thick aluminum. 2. The cabinet shall be supplied with a natural finish inside and out, unless otherwise specified. 3. The door hinge shall be of the continuous type with a stainless steel hinge pin. 4. All external fasteners shall be stainless steel. 5. The door handle shall be cast aluminum. 6. All seams shall be sealed with RTV sealant or equivalent material on the interior of the cabinet. Paragraph 1, Item 2 is deleted and replaced with the following: (February 2, 2012 * * * * * *) ' The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, rotating or relocating one device to remove another. ' Shelf Height The cabinet shall be supplied with two removable shelves manufactured from 5052 -H32 aluminum. The shelves must have the ability of being removed and reinstalled WITHOUT the ' use of hand tools. 1 t City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -94 SPECIAL PROVISIONS Paragraph 1, Item 4 is supplemented with the following: (February 2, 2012 * * * * * *) Air Filter Assembly The cabinet air filter shall be a one -piece removable, noncorrosive, vermin- and insect -proof air filter and shall be secured to the air entrance of the cabinet. Paragraph 1, Item 5d is deleted and replaced with the following: (February 2, 1012 * * * * * *) d. A two position door stop assembly. Paragraph 1 is supplemented with the following: (February 2, 2012 * * * * * *) 6. Additional Panel Space - Adequate space shall be left open for the addition of a master interface panel and an AVI interface panel. 9 -29.16 Vehicular Signal Heads, Displays, and Housings Section 9 -29.16 is modified as follows: Paragraph 2, is deleted and replaced with the following: (February 24, 2012 * * * * * *) All lenses shall meet I.T.E. specifications for light output with 12- inch - diameter faces. All vehicular signal heads shall be dark green baked enamel and shall be equipped with 5" wide black - polycarbonate back plates and black - polycarbonate tunnel visors of a length equal to the lens diameter. All hardware for attaching visors and back plates shall be non- corrosive stainless steel. Vehicle signal head polycarbonate materials shall not be painted. A 2- inch -wide strip of yellow retro - reflective, type IX prismatic sheeting, conforming to the requirements of Section 9- 28.12, shall be applied around the perimeter of each backplate. 9- 29.16(2) Conventional Traffic Signal Heads 9- 29.16(2)A Optical Units Section 9- 29.16(2)A is deleted and replaced with the following: (December 18, 2009 * * * * * *) Lenses shall be of the color indicated, circular in shape, with a visible diameter of 12 inches, as specified in the contract, and of such design as to give an outward and downward distribution of light with a minimum above the horizontal. The lenses shall be standard red, amber, and green, prismed traffic signal lenses and shall conform to the specifications of ITE Standards (Standards for Adjustable Face Vehicle Traffic Control Signal Heads, 1977 edition). The lenses shall fit into a red silicon gasket in a manner to render the interior of the lens and reflector weather and dust - tight. Signal heads shall have hinged aluminum reflector rings. The lens and gasket shall be secured to the door with four noncorrosive lens clips. City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 SP -95 I � I 1 SPECIAL PROVISIONS LED Traffic Signal Modules All traffic signal displays shall be the Light Emitting Diode (LED) type and shall be from one of the following manufacturers: Dialight Corporation 1913 Atlantic Avenue Manasquan, NJ 08736 Telephone: (732) 223 -9400 FAX: (732) 223 -8788 Precision Solar Controls, Inc. 2960 Market Street Garland, TX 75041 Telephone: (972) 278 -0553 FAX: (972) 271 -9583 GELcore, LLC 6810 Halie Drive ' Valley View, OH 44125 Telephone: (216) 606 -6555 FAX: (216) 606 -6556 Each LED be designed to be installed in the doorframe of a standard traffic signal module shall signal housing. The lamp socket, reflector, reflector holder, and lens used with an incandescent lamp shall not be used in a signal section in which a LED signal module is installed. The ' installation of an LED signal module shall not require any modification to the housing. The LED signal module shall be a single, self- contained device, not requiring on -site assembly for ' installation into an existing traffic signal housing. All red LED signal modules shall be manufactured with a matrix of AIInGaP LED light sources and green LED signal modules shall be manufactured with a matrix of InGaN LED light sources. The LED traffic signal module shall be operationally compatible with controllers and conflict monitors on this Project. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are ' operational. Each LED signal module shall conform to the current standards in Institute of Transportation Engineers (ITE) VTCSH Part 2 and a Certificate of Compliance with these standards shall be ' submitted by the manufacturer for each type of signal head. The certificate shall state that the lot of signal heads meets the current ITE specification. A label shall be placed on each LED signal module certifying conformance to this specification. The manufacturer's name, ' trademark, serial number and other necessary identification shall be permanently marked on the backside of the LED signal module. LED signal modules used on this Project shall be from the same manufacturer. A label shall be provided on the LED housing and the Contractor shall ' mark the label with a permanent marker to note the installation date. LED signals shall show no evidence of illumination for input voltages below 35 volts. LED ' signals shall supply illumination current (unregulated) for all input voltages higher than 45 volts (and conform to appropriate intensity requirements specified above 80 volts). The manufacturer shall provide a written warranty against defects in materials and ' workmanship for the LED signal modules for a period of 60 months after installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. Optically Programmable heads ' City of Federal Way Safety Improvement Projects RFB #13 -108 June 2013 ' SP -96 SPECIAL PROVISIONS Optically programmable heads shall be 12" aluminum traffic signal designed for use as a means for precise lane control and high visibility. Signal section shall allow for tilting in 2 degree increments fora maximum of 10 degree increments above and below the horizontal, while still maintaining a common vertical axis. The head shall allow for proper masking of the programing lens so that proper lane communication can be obtained. 9- 29.16(2)B Signal Housing Section 9- 29.16(2)B is supplemented with the following: (December 18, 2009 * * * * * *) The signal housing shall be designed to withstand winds of 80 miles per hour with a 0.25 -gust factor without permanent distortion or failing (torque at attachment of 6,000 pound- feet). 9 -29.17 Signal Head Mounting Brackets and Fittings Section 9 -29.17 is supplemented with the following: (December 18, 2009 * * * * * *) Mast arm mounting hardware for vehicle signal heads shall be clamp style plumbizer and shall be field installed by the Contractor. Fittings shall be painted with two (2) coats of factory- applied traffic- signal dark green baked enamel. A watertight seal shall be provided where the signal head mounting bracket attaches to the mast arm or signal pole. Components for type D and type K mounting hardware shall be per Section 9 -29.17 of the Standard Specifications. All components shall be painted with traffic - signal dark preen baked enamel. 9 -29.19 Pedestrian Push Buttons Section 9 -29.19 is deleted and replaced with the following: (August 1, 2012 * * * * * *) The Contractor shall provide and install accessible pedestrian pushbuttons and signs, as shown on the Plans. The position of the pedestrian pushbuttons shall be located in a manner such that the tactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve; however final positioning for the optimum effectiveness shall be approved by the Engineer. Accessible Pedestrian Pushbutton units shall be Campbell Company Model Advisor Advanced Accessible Pedestrian Station (AAPS) or approved equal and shall meet the following requirements: Pushbuttons shall be mounted to the poles by means of stainless steel bolts. All mountings shall be securely fastened as approved by the Engineer. The network based centralized pushbutton station shall be installed in the controller cabinet. The centralized station shall be in continuous communication with each pedestrian pushbutton station through direct Ethernet access or remote network connections allowing for real time system monitoring and control of operating parameters. Communication shall provide for the ability to upload files directly to each individual pedestrian station or download generated reports. All connections shall be made using factory produced cables with modular plugs. City of Federal Way Safety Improvement Projects RFB #13 -108 , June 2013 SP -97 ' n r L l� r I L SPECIAL PROVISIONS The sign legend to be used shall be sign designation R10 -3e and shall be nine (9) inches by fifteen (15) inches. All mounting bolts shall be non - corrosive stainless steel. The pedestrian pushbutton housing shall be aluminum and shall be painted black. Unit(s) shall operate at a temperature range of -35C to 85C. Power requirements shall be 120 VAC, 60 Hz (100 ma, typical +/- 20 %). Pedestrian indicators shall include an audible speaker, call confirmation LED and vibrotactile arrow. The audible speaker shall be programmable to have a button locator tone, acknowledgement tone /message, walk cycle tone /message and clearance tone /message. The unit(s) shall have automatic volume controls for message strength over ambient noise levels. The walk tone /message shall be programmable to stop with the walk signal or other user settable time. The unit(s) shall be user settable for Accessible Pedestrian Signal (APS) message initiation with an extended press or on call. The call confirmation LED shall be red with 160 degree view ability and once activated shall remain illuminated until the corresponding walk indication is given. An audible acknowledgement message of `WAIT" shall accompany each activation of the call confirmation LED. The locator tone shall be active for a time of 0.15 seconds or less and shall repeat at 1 second intervals. The locator tone shall be intensity responsive to ambient sound and be audible from six (6) feet to twelve (12) feet from the pushbutton with a maximum of 5 dBA louder than ambient sound. A walk cycle audible message shall be set for each pushbutton unit and shall be patterned after the model: "Broadway. Walk sign is on to cross Broadway." The walk cycle message shall be intensity responsive to ambient sound with a volume 5 dBA above ambient sound up to a maximum volume of 100 dBA. The walk cycle message shall be audible from the beginning of the associated crosswalk during the walk interval only. The vibrotactile arrow shall be located on the pushbutton and shall have high visibility contrast of either light on dark or dark on light. The pushbutton units shall be installed in a manner such that the vibrotactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve. The vibrotactile arrow shall activate with the walk cycle. ' City of Federal Way Safety Improvement Projects END OF DIVISION 9 I SP -98 RFB #13 -108 June 2013 APPENDIX A FHWA 1273 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS I. General IL Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Govemmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Forth FHWA -1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA -1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Forth FHWA -1273 must be included in all Federal -aid design - build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design - builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA -1273 in bid proposal or request for proposal documents, however, the Forth FHWA -1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. FHWA -1273 -- Revised May 1, 2012 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625 -1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60 -4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625 -1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625 -1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 at seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other fors of compensation; and selection for training, including apprenticeship, pre- apprenticeship, and/or on -the- job training" 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do SO. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to fumish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants I Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT- approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT - assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non - minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA -1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. III. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS -BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right -of- way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classed as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b.(1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting offer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1 xiv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis- Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b.(1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3xi), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at http:// www. dol. gov /esa/whdtforrns /wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3#) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (ax3xi) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a property executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. 1� l C n r d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA -1273 in any subcontracts and also require the subcontractors to include Form FHWA -1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis - Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. ' 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firth who has an interest in the contractor's firth is a person or firth ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(aX1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one -half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. Vi. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty,items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such tern does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firth meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this tern if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day -to -day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self- performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self - performance requirements. VII. SAFETY: ACCIDENT PREVENTION T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other nedded actions as it determines, or as the contracting officer moidetermine, to be reasonably necessary to protect the life and ,Health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not pernit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal - aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA -1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. By submission of this bid /proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," .suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transacbors" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by subm itting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httas: / /www.epis.gov /), which is compiled by the General Services Administration. I. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, If a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three -year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (ax2) of this certification; and (4) Have not within a three -year period preceding this application /proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which 10 this transaction originated may pursue available remedies, including suspension and /or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant refers to the participant who has entered into a covered transaction with a grantee or subgrantse of Federal funds (such as the prime or general contractor). "Lower Tier Participant refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httos: //www.epls.gov /), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. I. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated ' may pursue available remedies, including suspension and /or debarment. b. If any funds other than Federal appropriated funds have Certification Regarding Debarment, Suspension, ' Ineligibility and Voluntary Exclusion - -Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. ' 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such ' prospective participant shall attach an explanation to this ' proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING 0 This provision is applicable to all Federal -aid construction ' contracts and to all related subcontracts which exceed $100,000 (49 CFR 20j. ' 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of ' Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or ' modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have 1 11 been paid or will be paid to any person for influencing or ' attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon ' which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than ' $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 1 11 ATTACHMENT A -EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal -aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1 c) above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 12 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. iI APPENDIX B STANDARD PLANS AND DETAILS � I II i',L l J L 1 CN Z Sri i z o a a Q ' W a '' N W cr. Lai d z °� a Loi �o M • i cn Q Y FV— � N 2 F Q � d � 3 vxi w n p io W = 0 a < p U Vi z p CZ W� > 3 G W2 V a J UW o W i X 'o a � vi W W N in 4. Q h- L N _� LL. W O Z a' Z m O fn _ Y $ LAJ in m .0 w Z n. p YW CZ V W Lai Z 0 p 73 SW V ZQ cc O Z v WO 3a W0a o >- Z .- N M N rn STREET SIGN ,$YANDARI SUCMCATIONS: ' Sip Face Materials. All permanent signs faces shall be constructed from aluminum sign blanks unless otherwise approved by the engineer. Sign blank minimum thicknesses, based on maximum dimensions, are as follows: ' Maximum Dimension Blank Thickness Less than 30 inches 0.080 inches Greater than 30 inches, less than 48 inches 0.100 inches Greater than 48 inches 0.125 inches All D -3 street name sips shall be constructed with 0.lW' thick blanks. The contractor shall ' install permanent signs which meet or exceed the minimum reflectivity standards. All sign face sheeting shall be applied to sign blanks with pressure sensitive adhesives. All regulatory (R series), school (S series), and warning (W and X series) signs, except for parking regulation and parking prohibition signing, shall be constructed with Encapsulated Lens Reflective -Sheeting in accordance with Section 9 -28.8 of The Standard Specifications. This sheeting has a retroreflection rating of 250 candelas/foot canndlelsquare foot for white - silver ' sheeting with a divergence angle of 0.2° and an incidence angle of -4 °. This high intensity sheeting shall be 3M series 3800 or its equivalent. All street name (D-3) sign sheeting shall meet this specification. All overhead signing shall meet the specifications of Prismatic Lens Reflective Sheeting. This sheeting has a minimum retroreflection rating of 800 candelas/foot candle/square foot for white- silver sheeting with a divergence angle of 0.20 and an incidence angle of -40. This diamond ' grade sheeting shall be 3M Visual Impact Performance (VIP) series 3990 or its equivalent. This sbux1ard applies to all signs mounted above the roadway, on span wire or signal nest arms. ' Motorist inthrmation and parkinng signing shah be constructed with Engineer Grade Sheeting, m accordance with Section 9 -28.6 of the Standard Specifications. This sheeting has a minimum retroreflection rating of 70 candelas/foot candle/square foot for white - silver sheeting with a divergence angle of 0.2° and an incidence angle of -4 °. This engineering grade sheeting shall be ' 3M series 3200 or its equivalent. These signs include guide signing (D series — except D-3), corporate iimit signing (I series), and motorist information signing (K series). The reflectivity standard of supplemental plates shall match that of the primary sign. ' Sian Invej = City of Federal Way, 253- 661-4138, shall be contacted within 2 working days of completion of the permanent signing installation to inspect, inventory, and log all new and relocated signs. ' Other Sigas. Refer to 2001 MUTCD or equivalent approved source. Includes pavement markings as supplement to signing. ' Additional questionslreques shall be directed to Design— Traffic Engineer 253 - 6614133 Installation/Removal — Public Works inspector 253- 6614138 Sign Fabrication — King County Sign Shop 206 - 296 -8153 Shed addressing— Building department 253- 6614113 B tV ai �s =s awaa wen 4w N m gr� b� dl t O pFp� S W 6 O O L 11 If tit Is if I t7 I Z $� Fn r omit __t On ■ i • R fj w B Z g �rsirin o AdOWMAQW 1 w�varrw £ 8 .vrs%rarew �aam �r.cmwrrr�wsnm.rAwS �l fit W J m 1 R b b to 4r i i b 7 x 8 "HIM 1, 1 C4 vs ppp 7MYA-COLMIl NM 30NVHV 'p B=M As a�M - -- - - - - - -- -- --- - - - - -- - -� oil Dan z b. ��..:.: .... ,.:, ..- ..., .. ,.: .. YW NE b b a - -------------- - - - - -- � AAi iz 7 �LL Z 0 F d N �\ a a� b m ~I O q �i R. 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AIWM'rw SW warrwurwr�r�rr E awruwwrwu+unrwwrwrowr afar � ol I mSdP6 W 0 J Ci 0 H m g b cr v < .LPA a r b N raw A'd A-B M1YtAdMIMMlf1 ��yy A�rtqunrrr�a g u'~sr�roiw vw�r r Its it I Id S� b WO'iif O O O k If aBOAAD von AS B AVW N Z I Y M, E see INJIl QyLyLS]]�� e B S 1L a :if Ho 2� A 1 8�0 O �.j O M S� N b b F a Be §, pi Sr j b p _. 2� I O amooaysn.ammm o APPENDIX C STATE AND FEDERAL PREVAILING WAGE RATES Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360 - 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 7/24/2013 County Trade Job Classification Wage lHoliday Overtime Note King Asbestos Abatement Workers Journey Level $40.83 5D 1H King Boilermakers Journey Level $62.34 5�M 1C King Brick Mason Brick And Block Finisher $42.21 5A 1M King Brick Mason Journey Level $49.07 5A 1 King Brick Mason Pointer- Caulker - Cleaner $49.07 5A 1M King Building Service Emptoyees Janitor $19.98 5S 2 King Buildinp, Service Employees Traveling Waxer /shampooer $20.39 5S 2F King Building Service Employees Window Cleaner (Scaffold) $24.52 5S King Building Service Employees Window Cleaner(non- scaffold) $23.66 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $49.57 5D King Carpenters Bridge, Dock And Wharf Carpenters $49.57 5D 1M King Carpenters Carpenter $49.57 5D 1M King Carpenters Carpenters on Stationary Tools $49.70 5D 1M King Carpenters Creosoted Material $49.67 5D 1M King Carpenters Floor Finisher $49.57 5D Z King Carpenters Floor Layer $49.57 5D 1M King Carpenters Scaffold Erector $49.57 D M King Cement Masons Journey Level $50.131 7A 1M King Divers Ft Tenders Diver $100.28 5D 1M 8A King Divers Et Tenders Diver On Standby $56.68 5D 1M King Divers Ft Tenders Diver Tender $52.23 5D 1M King Divers Et Tenders Surface Rcv it Rov Operator $52.23 5D 1M King Divers Et Tenders Surface Rcv Ft Rov Operator Tender $48.67 5 1B King Dredge Workers Assistant Engineer $51.07 5D 3 King Dredge Workers lAssistant Mate(deckhand) $50.56 D 3G https: // fortress. wa. gov/ lni /wagelookup /PrvWagelookup.aspx 6/25/2013 Page 2 of 17 ' King Dredge Workers Boatmen $51.07 5D 3G King Dredge Workers Engineer Welder $51.12 5D 3G King Dredge Workers Leverman, Hydraulic $52.69 5D 2k King Dredge Workers Maintenance $50.81 5D 3G King Dredge Workers Mates $51.071 5D 3G King Dredge Workers Oiler $50.69 5D 3G King Drywall Applicator Journey Level $49.74 5D 1H King Drywall Tapers Journey Level $49.79 5P 1E King Electrical Fixture Maintenance Journey Level $25.34 51. 1E Workers King Electricians - Inside Cable Splicer $64.24 7C King Electricians - Inside Cable Splicer (tunnel) $69.07 7C 2W King Electricians - Inside Certified Welder $62.04 7C 2W King Electricians - Inside Certified Welder (tunnel) $66.65 7C 2W King Electricians - Inside Construction Stock Person $34.19 7C 2W King Electricians - Inside Journey Level $59.85 7C 2W King Electricians - Inside Journey Level (tunnel) $64.24 7C 2W King Electricians -Motor Shop Craftsman $15.37 1 King Electricians -Motor Shoo Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $64.95 �A AA King Electricians - Powerline Construction Certified Line Welder $59.37 4A King Electricians - Powertine Construction Groundperson $42.16 5A King Electricians - Powerline Construction Head Groundperson $44.50 5A 4A King Electricians - Powerline Construction Heavy Line Equipment Operator $59.37 5A 4A King Electricians - Powerline Construction Jackhammer Operator $44.50 5A 4A King Electricians - Powertine Construction Journey Level Lineperson $59.37 5A 4A King Electricians - Powerline Construction Line Equipment Operator $49.95 5A 4A King Electricians - Powerline Construction Pole Sprayer $59.37 5A 4A King Electricians - Powertine Construction Powderperson $44.50 5A 4A King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.70 7D 4A King Elevator Constructors Mechanic In Charge $84.24 7D 4A King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $14.60 5B 2K King Fence Erectors Fence Erector $15.18 1 King Etaggers Journey Level $34.61 7A 2Y King Glaziers Journey Level $52.76 7L 1Y https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 J 0 n i J Page 3 of 17 King Heat Frost Insulators And Asbestos Workers Journeyman $56.93 5J �S King Heating Equipment Mechanics Journey Level $68.52 7F ]� King Hod Carriers Et Mason Tenders Journey Level $42.11 7A 2Y King Industrial Power Vacuum Cleaner Journey Level $9.24 1 King Inland Boatmen Boat Operator $52.321 5A JE King Inland Boatmen Cook $48.89 5B 1K King Inland Boatmen Deckhand $48.96 5B 1K King Inland Boatmen Deckhand Engineer $49.95 5B 1K King Inland Boatmen Launch Operator $51.16 5B 1A King Inland Boatmen Mate $51.16 5B 1K King Inspection/Cleaning /Sealing Of Cleaner Operator, Foamer Operator $31.49 1 Sewer Ft Water Systems By Remote Control King Inspection /Cleaning /Sealing Of Grout Truck Operator $11.48 1 Sewer Ft Water Systems By Remote Control King Inspection /Cleaning Of Head Operator $24.91 1 Sewer Et Water Systems BV Remote Control King Inspection /Cleaning /Sealing Of Technician $19.33 1 Sewer Ft Water Systems By Remote Control King Inspection/Cleaning /Sealing Of Tv Truck Operator $20.45 1 Sewer Ft Water Systems By Remote Control King Insulation Applicators Journey Level $49.57 5D Zd King Ironworkers Journeyman $59.02 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $40.83 7A 2Y King Laborers Airtrac Drill Operator $42.11 7A 2Y King Laborers Ballast Regular Machine $40.83 7A 2Y King Laborers Batch Weighman $34.61 7A 2Y King Laborers Brick Pavers $40.83 7A 2Y King Laborers Brush Cutter $40.83 ZA 2Y King Laborers Brush Hog Feeder $40.83 7A 2Y King Laborers Burner $40.83 7A 2Y King Laborers. Caisson Worker $42.11 7A 2Y King Laborers Carpenter Tender $40.83 7A 2Y King Laborers Caulker $40.83 7A 2Y King Laborers Cement Dumper - paving $41.59 7A 2Y King Laborers Cement Finisher Tender $40.83 7A 2Y King Laborers Change House Or Dry Shack $40.83 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $40.83 7A 2Y King Laborers Chipping Gun(30 Lbs. And Over) $41.59 7A 2Y I htt s:Hfortress.wa. ov /lni/wagelooku / rvWa elooku .as x 6/25/2013 A g PP g P P Page 4 of 17 King Laborers Choker Setter $40.83 7A 2Y King Laborers Chuck Tender $40.83 7A 2Y King Laborers Clary Power Spreader $41.59 a 2 King Laborers Clean -up Laborer $40.83 7A 2Y King Laborers Concrete Dumper /chute Operator $41.59 7A 2Y King Laborers Concrete Form Stripper $40.83 7A 2Y King Laborers Concrete Placement Crew $41.59 7A 2Y King Laborers Concrete Saw Operator /core Driller $41.59 7A 2Y King Laborers Crusher Feeder $34.611 7A 21 King Laborers Curing Laborer $40.831 7A 2Y King Laborers Demolition: Wrecking It Moving (incl. Charred Material) $40.83 7A 2Y King Laborers Ditch Digger $40.83 7A 2Y King Laborers Diver $42.11 7A 2Y King Laborers Drill Operator (hydraulic, diamond) $4139 7A 2Y King Laborers Dry Stack Walls $40.83 7A 2Y King Laborers Dump Person $40.83 7A 2Y King Laborers Epoxy Technician $40.83 7A 2Y King Laborers Erosion Control Worker $40.83 7A �Y King Laborers Faller It Bucker Chain Saw $41.59 7A 2Y King LaLOT9 rs Fine Graders $40.83 LA 21 King Laborers Firewatch $34.61 7A 2Y King Laborers Form Setter $40.83 ZA 2Y King Laborers Gabian Basket Builders $40.83 7A 2Y King Laborers General Laborer $40.83 7A 2Y King Laborers Grade Checker Ft Transit Person $42.11 7A 2Y King Laborers Grinders $40.83 7A 2Y King Laborers Grout Machine Tender $40.83 7A 2Y King Laborers Groutmen (pressure)including Post Tension Beams $41.59 7A 2Y King Laborers Guardrail Erector $40.83 7A 2Y King Laborers Hazardous Waste Worker (level A) $42.11 7A 2Y King Laborers Hazardous Waste Worker (level B) $41.59 7A 2Y King Laborers Hazardous Waste Worker (level C) $40.83 ZA 2Y King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A King Laborers Laserbeam Operator $41.59 7A 2Y King Laborers Maintenance Person $40.83 7A King Laborers Manhole Builder - mudman $41.59 7A 2Y https://fortress.wa.gov/lni/Wagelookup/PrvWagelookup.aspx 6 /25/2013 , 0 Fi u 0 Page 5 of 17 King LALQLers Material Yard Person $40.831 7A 2y King Laborers Motorman -dinky Locomotive $41.59 7A 2Y King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $41.59 7A 2y King Laborers Pavement Breaker $41.59 7A 2Y King Laborers Pilot Car $34.61 7A 2Y King Laborers Pipe Layer Lead $42.11 7A 2Y King Laborers Pipe Layer /tailor $41.59 7A 2Y King Laborers Pipe Pot Tender $41.59 7A 2Y King Laborers Pipe Reliner $41.59 7A 2Y King Laborers Pipe Wrapper $41.59 ZA 2Y King Laborers Pot Tender $40.83 7A 2Y King Laborers Powderman $42.11 7A 2y King Laborers Powderman's Helper $40.83 7A 2Y King Laborers Power Jacks $41.59 A 2y King Laborers Railroad Spike Putter - Power $41.59 7A 2Y King Laborers Raker - Asphalt $42.11 7AA 21 King Laborers Re- timberman $42.11 7A 2Y King Laborers Remote Equipment Operator $41.59 7A 2Y King Laborers Rigger /signal Person $41.59 7A 2Y King Laborers Rip Rap Person $40.83 7A 2Y King Laborers Rivet Buster $41.59 7A 21 King Laborers Rodder $41.59 7A 2Y King Laborers Scaffold Erector $40.83 7A 2Y King Laborers Scale Person $40.83 7A 2Y King Laborers Sloper (over 20 ") $41.59 ZA ' 2y King Laborers Sloper Sprayer $40.83 7A 2Y King Laborers Spreader (concrete) $41.59 7A 2Y King Laborers Stake Hopper $40.83 7A 2Y King Labprers Stock Piler $40.83 7A 2Y King Laborers Tamper Et Similar Electric, Air £t Gas Operated Tools $41.59 7A 2Y King Laborers Tamper (multiple it Self- propelled) $41.59 7A 2Y King Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $41.59 7A 2Y King LaLorers Toolroom Person (at Jobsite) $40.83 ]1 2Y King Laborers Topper $40.83 7A 2Y King La r rs Track Laborer $40.83 79 2Y King Laborers Track Liner (power) $41.59 7A 2Y King Laborers Traffic Control Laborer $37.01 A 2Y 8R King Laborers Traffic Control Supervisor $37.01 7A 2Y 8R I h s: / /fortress.wa. ov /lni /wa elooku / rvWa elooku .as x 6/25/2013 nP g g PP g P P Page 6 of 17 King Laborers Truck Spotter $40.83 7A 2Y King Laborers Tugger Operator $41.59 7A 2Y King Laborers Tunnel Work- Compressed Air Worker 0 -30 psi $55.89 7A 2Y 8D King Laborers Tunnel Work- Compressed Air Worker 30.01 -44.00 psi $60.92 7A 2Y 8D King Laborers Tunnel Work - Compressed Air Worker 44.01 -54.00 psi $64.60 7A 2Y M King Laborers Tunnel Work- Compressed Air Worker 54.01 -60.00 psi $70.30 7A Z 80 King Laborers Tunnel Work- Compressed Air Worker 60.01 -64.00 psi $72.42 7A 2Y 8g King Laborers Tunnel Work - Compressed Air Worker 64.01 -68.00 psi $77.52 7A 2Y 8g King Laborers Tunnel Work - Compressed Air Worker 68.01 -70.00 psi $79.42 7A 2Y 8g King Laborers Tunnel Work - Compressed Air Worker 70.01 -72.00 psi $81.42 7A 1 H 84 King Laborers Tunnel Work- Compressed Air Worker 72.01 -74.00 psi $83.42 7A 1 H 84 King Laborers Tunnel Work -Guage and Lock Tender $42.21 7A 2Y M King Laborers Tunnel Work -Miner $42.21 7A 2Y 8H King Laborers Vibrator $41.59 7A 2Y King Laborers Vinyl Seamer. . $40.83 7A 2Y King Laborers Watchman $31.46 7A 2Y King Laborers Welder $41.59 7A 2Y King Laborers Well Point Laborer $41.59 ZA 2Y King Laborers Window Washer /cleaner $31.46 7A 2Y King Laborers - Underground Sewer General Laborer It Topman $40.83 7A 2Y £t Water King Laborers - Underground Sewer Pipe Layer $41.59 7A 2Y Et Water King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Level $49.74 5D 1 H King Marble Setters Journey Level $49.07 5A 1M King Metal Fabrication In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop1 Laborer $9.78 1 King Metal Fabrication (in Shopl Machine Operator $13.04 1 King Metal Fabrication In Shop, Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Mittwriaht Journey Level 1 $50.671 5 1uu King IModutar BuildiDgs Cabinet Assembly 1 $11.56 1 https: // fortress. wa. gov/ lni /Wagelookup /prvWagelookup.aspx 6/25/2013 I � � I L r L C C Page 7 of 17 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modutar Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $36.531 6Z 2B King Pile Driver Journey Level $49.82 5D 1M King Plasterers Journey Level $48.23 7Q 1 R King Plawround 0 Park Equipment Journey Level $9.19 1 Installers King Plumbers it Pipefitters Journey Level $71.69 6Z L King Power Equipment Operators Asphalt Plant Operators $51.89 7A 3C 8P King Power Eauipment Operators Assistant Engineer $48.62 7A 3C 8E King Power Equipment Operators Barrier Machine (zipper) $51.40 7A 3C 8P King Power Equipment Operators Batch Plant Operator, Concrete $51.40 7A Ir. 8P King Power Equipment Operators Bobcat $48.62 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition Equipment $48.62 7A 3C 8P King Power Equipment Operators Brooms $48.62 L 3C 8_P King Power Equipment Operators Bump Cutter $51.401 7A 3C 8P King Power Equipment Operators Cableways $51.89 7A 3L King Power Equipment Operators Chipper $51.40 7A 3C 8P King Power Equipment Operators Compressor $48.62 ZA 3C 2- King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $51.89 7A 3C 8P King Power Equipment Operators Concrete Finish Machine -laser Screed $48.62 7A 3C 8P King P_ ower Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $50.98 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $51.40 7A 3C 8P King Power Equipment Operators Conveyors $50.98 7A 3C BE King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $51.40 7A 3C 8P King Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $52.44 A 3C $P King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $53.01 7A X 8P King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P I h s: / /fortress.wa. ov /lni /wa eloo Wa ttp g g kup /pry gelookup.aspx 6/25/2013 Page 8 of 17 1 h tips. / /fortress.wa.gov/ lni /wagelookup /prvWage 1 ookup.aspx 6/25/2013 t Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A -frame - 10 Tons And $48.62 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $53.01 7A 3C 8P Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $53.57 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $50.98 7A 3C 8P Attachments A -frame Over 10 Tons King Power Equipment Operators Crusher $51.40 7A 3C 8P King Power Equipment Operators Deck Engineer /deck Winches $51.40 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $51.89 7A 3C 8P King Power Equipment Operators Dozers D -9 Et Under $50.981 Z 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $51.40 ZA 3C 8P King Power Equipment Operators Elevator And Man -lift: $48.62 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $51.40 7A 3C 8P Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $50.98 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $51.40 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker /stakeman $48.62 7A 3C 8P King Power Eauipment Operators Guardrail Punch $51.40 7A 3C 8P' King Power Equipment Operators Hard Tail End Dump $51.89 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Eauipment Operators Hard Tait End Dump $51.40 7A 3C 8P Articulating Off -road Equipment Under 45 Yards King Power Equipment Operators Horizontal /directional Drill $50.98 7A 3C 8P Locator King Power Equipment Operators Horizontal/ directional Drill $51.40 7A 3C 8P Operator King Power Equipment Operators Hydralifts /boom Trucks Over $50.98 7e 3C 8P 10 Tons King Power Equipment Operators Hydralifts /boom Trucks, 10 $48.62 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. it $52.44 ZA 3C 8P Over h tips. / /fortress.wa.gov/ lni /wagelookup /prvWage 1 ookup.aspx 6/25/2013 t � I � I � I L �1 L r Page 9 of 17 King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $51.89 7A C King Power Equipment Operators Loaders, Overhead Under 6 Yards $51.40 7A 8C BE King Power Equi mp ent Operators Loaders, Plant Feed $51.401 7A 3C AR King Power Equipment Operators Loaders: Elevating Type Belt $50.98 7A 3C 8P King Power Equipment Operators Locomotives, All $51.40 7A 3C 8P King Power Equipment Operators Material Transfer Device $51.40 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $52.44 7A 8P King Power Equipment Operators Mixers: Asphalt Plant $51.40 7A 3C 8P King Power Equipment Operators Motor Patrol Grader - Non- finishing $50.98 7A 3C 8P King Power Equipment Operators Motor Patrol Graders, Finishing $51.89 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $51.89 JA C $Q King Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $48.62 7A 3C 8P King Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $50.98 7A 8C 8P King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.40 7A 3C 8P King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $52.44 7A 3C 8P King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $51.89 7A 3C 8P King Power Equipment Operators Pavement Breaker $48.62 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane Mount) $51.40 7A 3C King Power Equipment Operators Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $48.621 7A 3C 8P King Power Equipment Operators Power Plant $48.62 7A 3C 8P King Power Equipment Operators Pumps - Water $48.62 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $48.62 7A 3C 8P King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $51.89 7A C 8P King Power Equipment Operators Rigger And Betlman $48.62 ZA C 8P King Power Equipment Operators Rollagon $51.89 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $50.98 7A 3C 8P King Power Equipment Operators Roto -mill, Roto - grinder $51.401 7A 3C 8P ' h s: / /fortress.wa. ov/lni /wa elooku / rvWa elooku .as x 6/25/2013 � g g PP g P P Page 10 of 17 ' King Power Equipment Operators Saws - Concrete $50.98 7A 3C 8P King Power Equipment Operators Scraper,.Self Propelled Under 45 Yards $51.40 7A 3C 8P King Power Equipment Operators Scrapers - Concrete ft Carry All $50.98 7A 3C 8P King Power Eauipment Operators Scrapers, Self - propelled: 45 Yards And Over $51.89 7AA 3C 8P King Power Eauipment Operators Service Engineers - Equipment $50.98 7A 3C 8P King Power Equipment Operators Shotcrete /gunite Equipment $48.62 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $50.98 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $51.89 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $51.40 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $52.44 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $53.01 7A 3C 8P King Power Equipment Operators Slipform Pavers $51.89 A 3C 8P King Power Eauipment Operators Spreader, Topsider Et Screedman $51.89 7A 3C $P King Power Equipment Operators Subgrader Trimmer $51.40 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $50.98 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $53.01 7A 3C 8P King Power Eauipment Operators Tower Crane Up To 175' In Height Base To Boom $52.44 7A 3C 8P King Power Equipment Operators Transporters, All Track Or Truck Type $51.89 7A 3C 8P King Power Eauipment Operators Trenching Machines $50.98 7A 3C 8P King Power Equipment Operators Truck Crane Oiler /driver - 100 Tons And Over $51.40 7A 3C 8P King Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $50.98 7A 3C 8P King Power Equipment Operators Truck Mount Portable Conveyor $51.40 7A 3C 8P King Power Equipment Operators Welder $51.89 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $48.62 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $51.40 A 3C 8P King Power Equipment Operators- Underground Sewer it Water Asphalt Plant Operators $51.89 7A 3C 8P King Power Equipment Operators - Underground Sewer Et Water Assistant Engineer $48.62 A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Barrier Machine (zipper) $51.40 A X 8P King Power Equipment Operators- Underground Sewer Et Water Batch Plant Operator, Concrete $51.40 7A 3C 8P https://fortress.wa.gov/lni/Wagelookup/PrvWagelookup.aspx 6/25/2013 ' r 0 0 1 u Page 11 of 17 King Power Equipment Operators- Bobcat $48.62 7A 3L 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $48.62 7AA 3CC SP Underground Sewer Et Water King Power Equipment Operators- Brooms $48.62 A K 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $48.62 7A 3 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine -laser Screed $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $51.40 7A 3C $P Underground Sewer Et Water King Power Equipment Operators- Conveyors $50.98 7A 3C 8P Underground Sewer F± Water King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $52.44 7A 3C 8P Underground Sewer Et Water King Power Eauipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $53.01 7A 3C 8P Underground Sewer Et Water _ King Power Equipment Operators- Underground Sewer Et Water Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $51.89 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Cranes: A -frame - 10 Tons And Under $48.62 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Cranes: Friction 100 Tons Through 199 Tons $53.01 7A 3C 8P King Power Equi 2ment Operators- Underground Sewer It Water Cranes: Friction Over 200 Tons $53.57 7A 3C AE King Power Equipment Operators- Underground Sewer Et Water Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $53.57 8A � 8P King Power Equipment Operators- Underground Sewer Et Water Cranes: Through 19 Tons With Attachments A -frame Over 10 $50.98 7A 3C 8P I htt s: / /fortress.wa. ov /lni /Wa elooku / rvWa elooku .as x 6/25/2013 p g g PP g P P Page 12 of 17 ' kttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 Tons King Power Equipment Operators- Crusher $51.40 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Deck Engineer /deck Winches (power) $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Derricks, On Building Work $51.89 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Dozers D -9 It Under $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drilling Machine $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $51.40 ZA 3C 8P Underground Sewer Et Water King Power Equipment Operators- Gradechecker /stakeman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $51.40 7A X 8P . Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $51.89 7A 3C 8E Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal /directional Drill Locator $50.98 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Underground Sewer Et Water Horizontal /directional Drill Operator $51.40 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Hydralifts /boom Trucks Over 10 Tons $50.98 7A x 8 King Power Equipment Operators- Underground Sewer Et Water Hydralifts /boom Trucks, 10 Tons And Under $48.62 7A 8P King Power Equipment Operators- Underground Sewer Et Water Loader, Overhead 8 Yards. Et Over $52.44 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $51.89 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Loaders, Overhead Under 6 Yards $51.40 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Loaders, Plant Feed $51.40 7A 3C 8P King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 7A 3C 8P kttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 L J 0 u 0 Page 13 of 17 I h s: / /fortress.wa. ov /lni/wa elooku / rvWa elooku .as x 6/25/2013 ttP g g PP g p P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $52.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mixers: Asphalt Plant $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators - Motor Patrol Grader - Non- finishing $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $51.89 7A 3C 8P Underground Sewer Er Water King Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $48.62 ZA 3C $P Underground Sewer Et Water King Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.40 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $52.44 7A 3C $P Underground Sewer Ft Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pavement Breaker $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $51.40 7A 3C 8P Underground Sewer Et Water King Power Eauipment Operators- Plant Oiler - Asphalt, Crusher $50.98 7A 3C $P Underground Sewer Et Water King Power Eauipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 8P Underground Sewer Ft Water King Power Eauipment Operators- Underground Sewer Et Water Power Plant $48.62 7A 3C 8P King Power Equipment Operators- Underground Sewer Ft Water Pumps - Water $48.62 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Quad 9, Hd 41, D10 And Over $51.89 Z 3C 8P King Power Equipment Operators- Underground Sewer Et Water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $48.62 7A 8C BE King Power Equipment Operators- Underground Sewer Et Water Remote Control Operator On Rubber Tired Earth Moving Equipment $51.89 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Rigger And Bellman I $48.62 7A . 3C 8P King Power Equipment Operators- Rollagon $51.89 7A 3C 8P I h s: / /fortress.wa. ov /lni/wa elooku / rvWa elooku .as x 6/25/2013 ttP g g PP g p P Page 14 of 17 ' https: // fortress. wa. gov/ lni /wagelookup /PrvWagelookup.aspx 6/25/2013 Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roto -mill, Roto - grinder $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self - propelled: 45 Yards And Over $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Service Engineers - Equipment $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete /gunite Equipment $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $51.40 7A 3C SP Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $52.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $53.01 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Slipform Pavers $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et Screedman $51.89 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Underground Sewer Et Water Subgrader Trimmer $51.40 7A 3C 8P King Power Equipment Operators- Tower Bucket Elevators $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Tower Crane Over 175'in Height, Base To Boom $53.01 7A 3C 8A King Power Equipment Operators- Underground Sewer Et Water Tower Crane Up To 175' In Height Base To Boom $52.44 7A X 8P King Power Equipment Operators- Underground Sewer Et Water Transporters, All Track Or Truck Type $51.89 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Trenching Machines $50.98 7A 3C 8P King Power Equipment Operators- Underground Sewer Et Water Truck Crane Oiler /driver - 100 Tons And Over $51.40 7A 3C 8P King Power Equipment Operators- Truck Crane Oiler /driver Under $50.98 7A 3C 8P https: // fortress. wa. gov/ lni /wagelookup /PrvWagelookup.aspx 6/25/2013 Page 15 of 17 https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Trimmers Journey Level In Charge $42.91 5A 4A King Power Line Clearance Tree Trimmers Spray Person $40.73 5A 4A King Power Line Clearance Tree Trimmers Tree Equipment Operator $41.29 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer $38.38 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $28.95 5A 4A King Refrigeration Et Air Conditioning Mechanics Journey Level $70.46 6Z 1G King Residential Brick Mason Journey Level $49.07 2A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38.60 5D 1M King Residential Drywatl Tapers Journey Level $49.79 5P 1E King Residential Electricians JOURNEY LEVEL $30.44 1 King Residential Glaziers Journey Level $35.10 7L 1 H King Residential Insulation Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et 29pefitters Journey Level $34.69 King Residential Refrieeration Et Air Journey Level $70.46 6Z 1Gi Conditioning Mechanics King Residential Sheet Metal Workers Journey Level (Field or Shop) $41.30 7F 1R King Residential Soft Floor Lavers Journey Level $41.78 5A 3D King Residential Sprinkler Fitters (Fire Protection) Journey Level $40.81 5C 211 King Residential Stone Masons Journey Level $49.07 5 18 King Residential Terrazzo Workers Journey Level $45.43 5A 1M King Residential Terrazzo /Tile Finishers Journey Level $21.46 1 King Residential Tile Setters Journey Level $25.17 1 King IRoo fers liourney Level $43.90 5A 1R https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 Page 16 of 17 ' King Roofers Using Irritable Bituminous Materials $46.90 5A 1R King Sheet Metal Workers Journey Level (Field or Shop) $68.52 7F 1E King Shipbuilding Et Ship Repair Boilermaker $39.66 7M 1H King Shipbuilding Et Ship Repair Carpenter $38.241 70 M King Shipbuilding Et Ship Repair Electrician $37.82 70 3B King Shipbuilding 0 Ship Repair Heat ft Frost Insulator $56.93 5J 1S King Shipbuilding Et Ship Repair Laborer • $36.78 70 3B King Shipbuilding tr Ship Repair Machinist $37.81 70 3B King Shipbuilding &Ship Repair Operator $40.15 70 3B King Shipbuilding Et Ship Repair Painter $37.81 70. 3B King Shipbuilding Ship Repair Pipefitter $37.77 70 3B King Shipbuilding Ft Ship Repair Rigger $37.76 70 3B King Shipbuilding Ft Ship Repair Sandblaster $36.78 70 3B King Shipbuilding Ft Ship Repair Sheet Metal $37.74 70 3B King Shipbuilding Et Ship Repair Shipfitter $37.76 70 3B King Shipbuilding Ft Ship Repair Trucker $37.61 70 3B, King Shipbuilding Ft Ship Repair Warehouse $37.65 70 3B King Shipbuilding It Ship Repair Welder /Burner $37.76 M 3B King Sign Makers Ft Installers (Electrical) Sign Installer $22.92 1 King Sign Makers Et Installers (Electrical) Sign Maker $21.36 1 King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers Et Installers (Non- Sign Maker $33.25 Electrical King Soft Floor Layers Journey Level $41.781 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $69.59 5C Ix King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural King Stone Masons Journey Level $49.07 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King Surveyors Assistant Construction Site Surveyor $50.98 7A 3C 8P King Surveyors Chainman $50.46 7A 3C 8P King Surveyors Construction Site Surveyor $51.891 7A 3C 8P King Telecommunication Technicians Journey Level $22.76 1 King Telephone Line Construction Cable Splicer $35.09 5A 2B Outside King Telephone Line Construction - Hole Digger /Ground Person $19.22 5A 26 Outside King Telerhone Line Construction - Installer (Repairer) 1 $33.63 5A I 2B h tt p s: / /fortress.wa. ov /lni /wa elooka P/ p rvWa elooku p .as p x 6/25/2013 ' u 1 n 0 0 Page 17 of 17 https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 Outsidg King Telephone Line Construction - Special Aparatus Installer 1 $35.09 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $34.37 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Heavy) $35.09 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Light) $32.62 5A 2B Outside King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside King Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside King Telephone Line Construction - Television Lineperson /Installer $24.66 5A 2B Outside King Telephone Line Construction - Television System Technician $29.42 5A 2B Outside King Telephone Line Construction - Television Technician $26.43 5A 2B Outside King Telephone Line Construction - Tree Trimmer $32.95 5A 2B Outside King Terrazzo Workers Journey Level $45.43 5A King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finishers Finisher $37.76 5A 1 B King Traffic Control Stripers Journey Level $41.53 Z@ 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $47.91 5D 3A 81. King Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $47.07 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $47.91 5D 3A 81. King Truck Drivers Dump Truck (W. WA -Joint Council 28) $47.07 5D 3A 8L King Truck Drivers Other Trucks (W. WA -Joint Council 28j $47.91 5D 3e 8L King Truck Drivers Transit Mixer $43.23 1 King Welt Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers $ Irrigation Pump Oiler $12.97 1 Installers King linstatters Well Drillers Et Irrigation Pump Well Driller $18.00 1 https:// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 6/25/2013 r n I-] L! 7 u D Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, . suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Supplemental to Wage Rates 03/03/2013 Edition, Published February 1st, 2013 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non - standard and therefore covered by- RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin X Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, j and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. Supplemental to Wage Rates 2 03/03/2013 Edition, Published February 1st, 2013 ITEM DESCRIPTION YES NO I 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for I structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or X boring of holes. See Contact Plans for item description and shop drawings. I 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). 13. Concrete Piling -- Precast - Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 3 ' 03/03/2013 Edition, Published February 1st, 2013 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type Land 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination ' Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X f requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X ; permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 03/03/2013 Edition, Published February 1st, 2013 1 ITEM DESCRIPTION YES NO I 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6- 02.3(25)A 29. Prestressed Concrete Girder Series 4 -14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A j 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 33. Monument Case and Cover X See Std. Plan. Supplemental to Wage Rates 5 03/03/2013 Edition, Published February 1st, 2013 1I us n 0 7 n u u 0 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures- Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X fabrication 38. Light Standard- Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre - approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and /or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. Supplemental to Wage Rates 6 03/03/2013 Edition, Published February 1st, 2013 1 1 ITEM DESCRIPTION YES NO I 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X X NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed j Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates /Concrete mixes Covered by WAC 296- 127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X ! 51. Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 7 ' 03/03/2013 Edition, Published February 1st, 2013 Prefi cour the c pref, It is 1 appll See R (The depart ITEM DESCRIPTION YES NO 53. Fencing materials X i 54. Guide Posts X 55. Traffic Buttons X f 56. Epoxy X 57. Cribbing X i 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X ibricated items specifically produced for public works projects that are prefabricated in a ty other than the county wherein the public works project is to be completed, the wage for ffsite prefabrication shall be the applicable prevailing wage for the county in which the actua Ibrication takes place. he manufacturer of .the refabricated product to verify that the correct county wage rates are ed to work they perform. ,W 39.12.010 definition of 'locality" in RCW 39.12.010 2) contains the phrase "wherein the physical work is being performed." Th4 nent interprets this phrase tom an the actual work site. Supplemental to Wage Rates 8 03/03/2013 Edition, Published February 1st, 2013 The following occupations may be used only as outlined in the preceding text concerning ' "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products , • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington , State Department of Labor and Industries web site and in WAC Chapter 296 -127. D Supplemental to Wage Rates 9 ' 03/03/2013 Edition, Published February 1st, 2013 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects ' This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. ' The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or ' building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. , • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics ' • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control ' • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings ' • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential * ** ALL ASSOCIATED RATES ' ** • Sign Makers and Installers (Non - Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) ' The following occupations may be used only as outlined in the preceding text concerning ' "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products , • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington , State Department of Labor and Industries web site and in WAC Chapter 296 -127. D Supplemental to Wage Rates 9 ' 03/03/2013 Edition, Published February 1st, 2013 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296- 127 -018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above- listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be ' incorporated into the project; or (ii) At multiple points at the project; or I(iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from ' demolished structures, clean -up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock ' quarry, etc.,) which is established for a public works project for the' specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works ' project. Supplemental to Wage Rates 10 03/03/2013 Edition, Published February 1st, 2013 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wedges. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off -site facility shall be paid the applicable prevailing wage rates for the county in which the off -site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08 -24 -101, § 296- 127 -018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 *RCW and RCW 43.22.270. 92 -01 -104 and 92 -08 -101, § 296- 127 -018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 11 03/03/2013 Edition, Published February 1st, 2013 � I i I L u Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday ' through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage_ ' I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at ' double the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one -half times the hourly rate of wage_ All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the fast twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All I hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key - Effective 3 -3 -2013 thru 8 -30 -2013 ' N. All hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ' 0. The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. ' P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. ' Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall ' be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. , S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one -half times the hourly rate of wage_ All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the fast twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All I hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. I n 1 I I n 0 Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess.of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two tunes the hourly rate of wage. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. K. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay. O. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten -hour weekly schedule, either Monday thru Thursday or Tuesday thru. Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one -half tunes the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. All hours worked on Saturdays (except for make -up days) shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 4. Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage_ C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between 6:00 pm Monday through 6:00 am Saturday, shall be paid at an overtime rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E_ All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, , and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 8:00 am Sunday to 8:00 am Monday and Holidays shall be paid at double the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. 5. A. B. C. D. H. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). 4 � I � I � I � I � I J r f] n r, Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays. New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9)• Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8)_ Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half -Day On Christmas Eve Day_ (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). 6. Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, .Labor Day, Thanksgiving Day, the Friday after ' Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day ' (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, ' Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The ' Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. , 6 � I � I Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day. 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. 7 O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday. 11). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday_ Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. ' Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, ' the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day ' after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. ' S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day; Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. ' Note Codes A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220'-$4.00 per Foot for Each Foot Over 150 Feet ' Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 7 Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$ 1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazinat projects receive an additional $1.00 per hour. L. Workers on hazinat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on haunt projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazinat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. General Decision Number: WA130001 06/21/2013 WA1 Superseded General Decision Number: WA20120001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CARP0001 -008 09/01/2009 Publication Date 01/04/2013 01/11/2013 01/18/2013 02/01/2013 02/08/2013 02/15/2013 02/22/2013 03/08/2013 03/15/2013 03/22/2013 04/05/2013 04/12/2013 04/19/2013 05/10/2013 06/07/2013 06/21/2013 Rates Fringes Page I 1 Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1: ................... $ 27.73 10.56 GROUP 2: ................... $ 29.73 10.56 GROUP 3: ................... $ 28.00 10.56 GROUP 4: ................... $ 27.73 10.56 GROUP 5: .............. .$ 63.50 10.56 GROUP 6 ....................$ 30.75 10.56 GROUP 7.......... ........$ 31.75 10.56 GROUP 8 ....................$ 28.00 10.56 GROUP 9 ....................$ 33.75 10.56 WA130001 Modification 15 Federal Wage Determinations for Highway Construction DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever ' is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to ' the worksite) WA130001 Modification 15 ' Federal Wage Determinations for Highway Construction Page 2 ' SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS ' AND WHITMAN COUNTIES GROUP 1: .................$ 26.06 10.56 GROUP 2: .$ 28.06 10.56 ' GROUP 3: ................... $ 26.32 10.56 GROUP 4: ................... $ 26.06 10.56 GROUP 5: ................... $ 60.14 10.56 GROUP 6: ................... $ 29.07 10.56 ' GROUP 7 ....................$ 30.07 10.56 GROUP 8 ....................$ 27.32 10.56 GROUP 9 ....................$ 33.07 10.56 ' CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector ' GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling ' GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell /Vehicle or Submersible operator ' Not Under Pressure GROUP 8: Assistant Tender, ROV Tender /Technician GROUP 9: Manifold Operator -Mixed Gas ' ZONE PAY: ZONE 1 0 -40 MILES FREE ZONE 2 41 -65 MILES $2.25 /PER HOUR ZONE 3 66 -100 MILES $3.25 /PER HOUR ' ZONE 4 OVER 100 MILES $4.75 /PER HOUR DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). ' CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever ' is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to ' the worksite) WA130001 Modification 15 ' Federal Wage Determinations for Highway Construction Page 13 DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50 -100 feet $2.00 per foot 101 -150 feet $3.00 per foot 151 -220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0 -25 feet Free 26 -300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line. -------------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction CARP0003 -006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Carpenters: CARPENTERS. ..............$ 32.04 DIVERS TENDERS ..............$ 36.34 DIVERS ......................$ 77.08 DRYWALL .....................$ 27.56 MILLWRIGHTS .................$ 32.19 PILEDRIVERS .................$ 33.04 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 Fringes 14.18 14.18 14.18 14.18 14.18 14.18 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ------------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction 7 Page 14 ' 1 u � I u 7 I I J u CARP0770 -003 07/01/2012 Rates Fringes Page 15 Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN),KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL ...................$ 25.93 12.60 CARPENTERS .................$ 25.83 12.60 DIVERS TENDER ..............$ 39.15 12.60 DIVERS .....................$ 87.20 12.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 37.07 12.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 36.22 12.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour ---------------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 16 1 CARP0770 -006 07/07/2012 Rates Fringes Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS .......... $ 35.39 13.60 CARPENTERS ON CREOSOTE MATERIAL ...................$ 35.49 13.60 CARPENTERS .................$ 35.39 13.60 DIVERS TENDER ..............$ 39.15 13.60 DIVERS .....................$ 87.20 13.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 36.39 13.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 35.59 13.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY), Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 17 ---------------------------------------------------------------- ELEC0046 -001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 46.87 3%+15.96 ELECTRICIAN ......................$ ---------------------------------------------------------------- 42.61 3%+15.96 ELEC0048 -003 01/01/2013 CLA$K, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 41.85 18.44 ELECTRICIAN ......................$ 38.05 18.44 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31 -50 miles $1.50 /hour Zone 2: 51 -70 miles $3.50 /hour Zone 3: 71 -90 miles $5.50 /hour Zone 4: Beyond 90 miles $9.00 /hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048 -029 01/01/2013 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 41.85 16.39 ELECTRICIAN ............. .......$ 38.05 16.39 -------------------------------------------------------------- ELECO073 -001 07/01/2012 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER .................... $ 31.70 15.39 ELECTRICIAN ......................$ 28.82 15.39 ---------------------------------------------------------------- WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 18 ELECO076 -002 09/01/2012 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 37.54 21.62 ELECTRICIAN ......................$ 34.13 21.62 ---------------------------------------------------------------- ELEC0112 -005 06/01/2012 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER ....................$ 38.83 15.83 ELECTRICIAN ......................$ 36.55 16.28 ---------------------------------------------------------------- ELEC0191 -003 06/01/2012 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 42.85 15.85 ELECTRICIAN ......................$ 39.28 15.85 ---------------------------------------------------------------- ELEC0191 -004 07/01/2012 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 39.28 15.85 ELECTRICIAN ......................$ 35.71 15.85 ---------------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 19 ENGI0302 -003 06/01/2012 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0 -25 radius mile's): Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders- overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA130001 Modification 15 Federal Wage Determinations for Highway Construction Rates Fringes Power equipment operators: Group 1A ...................$ 36.54 15.90 Group 1AA ..................$ 37.11 15.90 Group 1AAA .................. $ 37.67 15.90 Group 1 .....................$ 35.99 15.90 Group 2.... ...............$ 35.50 15.90 Group 3 .....................$ 35.08 15.90 Group 4 .....................$ 32.72 15.90 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders- overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 110 GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane- overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders- overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws- concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; .Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page Ill Category B Projects: 95% of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima WA130001 Modification 15 Federal Wage Determinations for Highway Construction J Page 112 ' POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom ' (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in , height, base to boom attachment; Crusher; Deck Engineer /Deck Winches (power); ' GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom ' (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders- overhead, 8 yards and over; Shovels, I excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, ' bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards ' and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 , yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with ' attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); ' Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant feed; ' Locomotives -all; Mechanics -all; Mixers- asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar , Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material ' service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer WA130001 Modification 15 Federal Wage Determinations for Highway Construction i I CI 0 GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. ' HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the t level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H -2 Class "C" Suit - Base wage rate plus $.25 per hour. H -3 Class "B" Suit - Base wage rate plus $.50 per hour. H -4 Class "A" Suit - Base wage rate plus $.75 per hour. ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 113 ENGI0370 -002 06/01/2012 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1A ...................$ 25.21 12.60 GROUP 1 .....................$ 25.21 12.60 GROUP 2 .....................$ 25.53 12.60 GROUP 3 .....................$ 26.14 12.60 GROUP 4 .....................$ 26.30 12.60 GROUP 5 .....................$ 26.46 12.60 GROUP 6 .....................$ 26:74 12.60 GROUP 7 .....................$ 27.01 12.60 GROUP 8 .....................$ 28.11 12.60 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP IA: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro- seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler- Driver (CLD required) & Cable Tender, Mucking Machine WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 114 , ' GROUP 4: Concrete Pumps (squeeze - crete, flow - crete, pump - crete,.Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); ' Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8 inch bit) ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 115 GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman ' or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or ' electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); ' Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable- concrete); Pavement Breaker, Hydra - Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self - propelled); ' Railroad Power Tamper Operator (self - propelled); Railroad Tamper Jack Operator (self- propelled; Spray Curing Machine (concrete); Spreader Box (self - propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm ' type R/T with attachment, except Backhoe); Tugger Operator ' GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); ' Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without ' crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or ' similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or ' Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer /Tractor (up to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator ' GROUP 4: Concrete Pumps (squeeze - crete, flow - crete, pump - crete,.Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); ' Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8 inch bit) ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 115 1' Page 116 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self - propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); ' Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self - propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; ' Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill ' Doctor; Loader Operator (front -end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto ' Mill (pavement grinder); Scrapers, all, rubber - tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator ( REcycle Train); ' Lime Brain Operator (Recycle Train); Mobile Crusher Operator,(Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds ' & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination ' machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader ' (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ' ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 ' psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, ' overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front -end, 10 yards and over); Helicopter Pilot I WA130001 Modification 15 , Federal Wage Determinations for Highway Construction Page 117 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. -------------------------------------------------------------- ENG10612 -006 07/01/2012 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0 -25 radius miles): Rates Fringes Power equipment operators: GROUP 1A ...................$ 36.54 15.90 GROUP 1AA ..................$ 37.11 15.90 GROUP 1AAA .................$ 37.67 15.90 GROUP 1 .....................$ 35.99 15.90 GROUP 2 .................... $ 35.50 15.90 GROUP 3. ..................$ 35.08 15.90 GROUP 4 ................ ...$ 32.72 15.90 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 118 GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9 HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self- propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer /deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler /driver -100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside Hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loaders- elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler - 'asphalt, crusher; Pump- Concrete; Roller, plant mix or multi -lfit materials; Saws - concrete; Scrapers, concrete and carry all; Service engineers- equipment; Trenching machines; Truck crane oiler /driver under 100 tons; Tractors, backhoe under 75 hp WA130001 Modification 15 Federal Wage Determinations for Highway Construction F I I F1 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger- mechanical; Power plant; Pumps - water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. --------------------------------------------------------------- ENGI0701 -002 01/01/2013 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Power equipment operators: (See Footnote A) GROUP 1 .....................$ 37.63 GROUP 1A ....................$ 39.51 GROUP 1B ....................$ 41.39 GROUP 2......... ..........$ 35.97 GROUP 3 .....................$ 34.96 GROUP 4 .....................$ 34.00 GROUP 5 .....................$ 32.88 GROUP 6 .....................$ 29.84 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 WA130001 Modification 15 Federal Wage Determinations for Highway Construction Fringes 13.55 13.55 13.55 13.55 13.55 13.55 13.55 13.55 Page 119 1 Page 120 ' For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; ' CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and ' Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located ' in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. ' St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the ' identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. ' All jobs or projects located more than 50 miles from the Portland City Hall,, but outside the identified border above, shall receive Zone III pay for all classifications. ' For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the i respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than , 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all . classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall ' receive Zone III pay for all classifications. WA130001 Modification 15 ' Federal Wage Determinations for Highway Construction r J u n 1 u 0 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER /WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth - moving equipment; RUBBER -TIRED SCRAPERS: Rubber - tired scraper operator, with tandem scrapers, multi - engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 121 Page X22 GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing ' or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES- EXCAVATOR: ' excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER -TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self- loading, paddle wheel, auger type, finish and /or 2 or ' more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. ' GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, ' multi- engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any ' type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine); ' Hydro Axe (loader mounted or similar type); COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor Operator, multi- engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete ' Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and ' similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy ' derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 ' tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel - Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, , Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel- electric Engineer; Jack ' Operator, elevating barges, Barge Operator, self- unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); ' Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail ' machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction � I � I 0 0 fl n u J I I Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator,single engine, single scraper; Self - loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor operator, rubber - tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 123 Page X24 ' GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto -Mill, pavement ' profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total ' capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control , Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller- Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; ' Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing ' mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; ' Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; ' CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and , Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or ' robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less ' than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE -SEWER WATER: Hydra hammer or simialr types; ' Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator ' Operator; Ballast Tamper Multi- Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; , SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self - propelled ' construction job site; TRACTOR- RUBBER TIRED: Tractor operator, rubber - tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction � I i I n I I C GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with. screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self- propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler- Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger;. PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operartor, mechanical, self - propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator I-------------------------------------------- C 1 ' WA130001 Modification 15 Federal Wage Determinations for Highway Construction I�� Page j25 Page 126 IRON0014 -005 01/01/2012 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.35 20.10 ---------------------------------------------------------------- IRON0029 -002 01/01/2012 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 33.87 20.10 ---------------------------------------------------------------- IRON0086 -002 07/01/2012 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER ................ .....$ 31.35 20.10 ---------------------------------------------------------------- IRON0086 -004 01/01/2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER .......................$ 37.89 20.10 -------------------------- 0------------------------ - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction LAB00001 -002 06/01/2013 ZONE 1: Rates Fringes Page 127 Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,SKAGIT, SNOHOMISH,THURSTON AND WHATCOM COUNTIES GROUP 1 ....................$ 22.19 9.85 GROUP 2 ....................$ 25.41 9.85 GROUP 3 ....................$ 31.76 9.85 GROUP 4 ....................$ 32.53 9.85 GROUP 5 ....................$ 33.06 9.85 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 ....................$ 18.73 9.85 GROUP 2 ....................$ 21.47 9.85 GROUP 3 ....................$ 23.51 9.85 GROUP 4 ....................$ 24.08 9.85 GROUP 5 ....................$ 24.49 9.85 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 WA130001 Modification 15 Federal Wage Determinations for Highway Construction GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); ' Page X28 ' LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window ' Washer /Cleaner (detail clean -up, such as but not limited to ' cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) ' GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; High Scaler; Jackhammer; Laserbeam Operator; Manhole Flagman; Pilot Car Builder - Mudman; Nozzleman (concrete pump, green cutter when ' GROUP 3: General Laborer; Air, Gas, or Electric Vibrating concrete and rock, sandblast, gunite, shotcrete, water Screed; Asbestos Abatement Laborer; Ballast Regulator blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Tender; Cement Finisher Tender; Change House or Dry Shack; ' Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Spreader (concrete); Tamper and Similar electric, air and Clean -up Laborer; Concrete Form Stripper; Curing Laborer; glas operated tool; Timber Person -sewer (lagger shorer and Demolition (wrecking and moving including charred cribber); Track Liner Power; Tugger Operator; Vibrator; ' material); Ditch Digger; Dump Person; Fine Graders; ' Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and , air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper - Tailer; Track ' Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); ' Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension ' beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Jackhammer; Laserbeam Operator; Manhole , Builder - Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and ' Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller- Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); ' Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer ' WA130001 Modification 15 ' Federal Wage Determinations for Highway Construction Page 129 GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re- Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line). --------------------------------------------------------------- * LAB00238 -004 06/01/2013 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GZ••RF'IELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) WA130001 Modification 15 Federal Wage Determinations for Highway Construction GROUP 1 .....................$ 21.70 10.65 GROUP 2 .....................$ 23.80 10.65 GROUP 3... ................$ 24.07 10.65 GROUP 4. ............. ...... $ 24.34 10.65 GROUP 5 .....................$ 24.62 10.65 LABORER (SPOKANE) GROUP I .....................$ 22.00 10.65 GROUP 2 .....................$ 24.10 10.65 GROUP 3 .....................$ 24.37 10.65 GROUP 4 .....................$ 24.64 10.65 GROUP 5 .....................$ 24.92 10.65 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 130 ' LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic t Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); ' Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; ' Carpenter Tender; Cement Handler; Clean -up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, ' handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete - Signalman; Crusher Feeder; Demolition (to include clean -up, ' burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and ' reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete ' crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, ' cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; ' All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement ' Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non - mechanical; Driller Tender (when required to move and position machine); Form Setter, ' Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); ' Nozzleman (to include squeeze and flo -crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool ' Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power Spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and ' Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) 1 WA130001 Modification 15 Federal Wage Determinations for Highway Construction L' l n � I � I � I � I GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line); Miner Class "D ", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman =---------------------------------------------------- * LAB00238 -006 06/01/2013 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKA,.NOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier .................. ..$ 24.10 10.65 -------------------------------------------------- LAB00335 -001 06/01/2012 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 131 Rates Fringes Laborers: ZONE 1: GROUP 1 ....................$ 28.24 9.70 GROUP 2 ....................$ 28.84 9.70 GROUP 3 ....................$ 29.28 9.70 GROUP 4. ............... .$ 29.66 9.70 GROUP 5 ....................$ 25.74 9.70 GROUP 6 ....................$ 23.32 9.70 GROUP 7 ....................$ 20.12 9.70 WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 131 u Page 132 ' Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 ' Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 ' BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the , respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the ' respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch ' Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; ' Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; ' Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper ' Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; ' Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) ' GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and ' similar types; Clean- up Nozzleman -Green Cutter (concrete, rock, etc.); Concrete Power Buggyman;•Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; ' Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; ' Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel- Muckers, Brakemen, Concrete Crew, Bullgang (underground) WA130001 Modification 15 Federal Wage Determinations for Highway Construction r Il v GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber - mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping.and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)- applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman - Tunnel; Shield Operator - Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders - -GROUP 7: Landscaping or Planting Laborers ------------------------------------- LAB00335 -019 06/01/2012 Rates Fringes Hod Carrier ......................$ 30.30 9.70 -------------------------------------------------- PAIN0005 -002 01/01/2012 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 27.96 12.77 PAIN0005 -004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ 20.82 7.44 ----------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction Page 133 Page 134 PAIN0005 -006 07/01/2012 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting ............ $ 25.99 9.99 Over 30' /Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam- cleaning and Spray .... $ 20.99 9.99 Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ----------------------------------------------------------- PAIN0055 -002 04/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller ..............$ 21.06 8.53 High work - All work 60 ft. or higher ...............$ 21.81 8.53 Spray and Sandblasting ...... $ 21.66 8.53 ---------------------------------------------------------------- PAIN0055 -007 07/01/2011 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER .....................$ 33.19 9.05 ---------------------------------------------------------- - - - - -- WA130001 Modification 15 Federal Wage Determinations for Highway Construction PLAS0072 -004 06/01/2012 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON /CONCRETE FINISHER ZONE 1 ......................$ 25.76 11.64 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- * PLAS0528 -001 06/01/2013 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WARKIAKUM AND WHATCOM COUNTIES Rates Cement Masons: CEMENT MASON ................$ 36.63 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ....... $ 37.13 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 37.13 ------------------------------------------------ PLAS0555 -002 06/01/2012 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD..$ 30.58 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD ............ $ 30.58 CEMENT MASONS ...............$ 29.98 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS ... $ 31.18 Zone Differential (Add To Zone 1 Rates): WA130001 Modification 15 Federal Wage Determinations for Highway Construction Fringes 14.55 14.55 14.55 Fringes 17.76 17.76 17.76 17.76 Page X35 Page 136 ' Zone 2 - $0.65 Zone 3 - 1.15 ' Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, , SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037 -002 06/01/2012 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Truck drive ZONE 1 GROUP GROUP GROUP GROUP GROUP GROUP GROUP Rates rs: 1 ....................$ 26.90 2 ...........