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AG 16-126RETURN TO: PW ADMIN EXT: 2700 I D # 0/DU -7 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS /S4lfif[,CLa Alfe/A6laloVY 2. ORIGINATING STAFF PERSON: % 2b!/GAr77L - EXT: 273 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE Ar CONTRACT AMENDMENT (AG #): /6 - /Z4 ❑ OTHER RFP, RFQ) 3. DATE REQ. BY: /Z/ ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL ?.0/6 5. PROJECT NAME: pi 37.0171 .4)> f Ai/66de Au s L147 //! 441744r 6. NAME OF CONTRACTOR: /q/s /fl4q 14/ 1 ✓OLQ4/ES z . ADDRESS: /fregg &/soy/ afesr1 lAtD z �o L3oos E -MAIL: arm SIGNATURE NAME: (/(fyrnye7 feijyLr TELEP}ONk: 014)53a- SQ Y FAX: 436 5"3o - 5701 TITL : eONfJiLf(rrfOsl/4z s1- 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE 11( ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # /4/o1/7/ BL, EXP. 12/31//6 UBI # ho/j80110 , EXP. /,Q /3/ /201 8. TERM: COMMENCEMENT DATE: 00 /2p /4 COMPLETION DATE: 1//y//�D/l 9. TOTAL COMPENSATION: $ g$ 5757 (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, $ tpf PURCHASING: PLEASE CHARGE TO: Soy- 3/00-240 -51y -,S /- 430 10. DOCUMENT / CONTRACT REVIEW p4 PROJECT MANAGER DIVISION MANAGER KT DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) 71 LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) 12. CONTRACT SIGNATURE ROUTING jlICSENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED PAID BY: ❑ CONTRACTOR ❑ CITY INITIAL / DATE REVIEWED COMMITTEE APPROVAL DATE: 15/06 INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: 8 f 6 U/ Pt10` DATE REC'D: • LAW DEPT ❑ CHIEF OF STAFF X' SIGNATORY (MAYOR OR DIRECTOR) ❑ CITY CLERK �S( ASSIGNED AG # SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE " " ORIGINALS /Qs$ PiVow lb EXtLeb 77264f adz ! NO /¢D2/77047* -- !AwAYS4',70il 1/15 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 16 -126 001 December 30, 2016 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER SW 320th St and S Marine Hills Way Pipe Repairs InsituForm Technologies, LLC PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order #001 provides an extension to the contract expiration date to allow a replacement liner to be manufactured, wet out, and delivered to the SW 320th St site for installation. The original liner delivered to the site was damaged during installation and subsequent removal of the liner. No additional compensation will be provided with the contract extension. The time provided for completion in the Contract is n Unchanged ® Increased ❑ Decreased by 45 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? If "Yes" Will the Policies Be Extended? ❑ Yes ®No ❑ Yes ❑ No 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. CHANGE ORDER #001 1 1/15 DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT INSITUFORM TECHNOLOGIES, LLC CONTRACTOR' S NATURE Laura M. Andreski, Contracting and Attesting Officer December 27, 2016 DATE t2_1 s4 t, Marwai Salloum, P.E. DATE Director Public Works Department $ 88,535.00 $ 0.00 $ 0.00 $ 0.00 $ 88,535.00 CHANGE ORDER #001 2 1/15 RETURN TO: %AJ EXT: ot) t 2q 23,0 26[4tf CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS /,fp,Q`(,C l,arbt /gfek146Xfaer 2. ORIGINATING STAFF PERSON: 7,i DDali nr! EXT: 275"3 3. DATE REQ. BY: tI ! S4i 1 111.;$ 1S Qr k6-'4 d e' 4. TYPE OF DOCUMENT (CHECK ONE): lr CONTRACTOR SELECTION DOCUMENT (E.G. PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE ❑ CONTRACT AMENDMENT (AG #): ❑ OTHER RFP, RFQ) ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL 5. PROJECT NAME: Si :320 Alb 5 A I1/EiIILsi 1.07 1q,4 441445 6. NAME OF CONTRACTOR: ADDRESS: I 9 •S TELEPHONE: (A3(0• ftU t✓3o- (0� E -MAIL: FAX: &�7e• 51/ • 010 SIGNATURE NAME: Whi+i -n L' _CM Ld TITLE :CDYt tir5 *dfkesfin9 ecr 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 11Li' rio1 ..I Do %`._ CFW LICENSE # I(p ID470 ({ '� 2BTL, J(��L �J /EXP. 12/31/ ( 8. TERM: COMMENCEMENT DATE' (r 1 L.1.7 UBI #((,OISSO2 -W ,EXPP. it) /3V hip COMPLETION DATE: / 2/ (1I(fi' 9. TOTAL COMPENSATION: $ e/U, " l c7', a0 (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, $ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT / CONTRACT REVIEW Kt PROJECT MANAGER h DIVISION MANAGER }sD DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) lx) LAW DEPT PAID BY: ❑ CONTRACTOR ❑ CITY —5`i — 31- %. 12-r 4b INITIAL / • TE REVIEWED C" INITIAL / DATE APPRI VED ULF 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING SENT TO VENDOR/CONTRACTOR ✓ DATE S&AT: ,TTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICAT, LICENSES, EXHIBITS IN L/ DATE SIGNED � LAW DEPT ‘j CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) �( CITY CLERK jkASSIGNED AG # ❑ SIGNED COPY RETURNED i� RETURN Otof ORIGINALS COMMENTS: "TWu EXECUTE " " ORIGINALS COUNCIL APPROVAL DATE: Bili(o �# kee d# es Ov ? If . tit, (6/ - 4f&/ Gmateir a // Sl 17110 ,A hS5 •I ywrAte r . / / .i . ?� 1/15 OF Federal Way BID AND CONTRACT DOCUMENTS G /,7NJ SPECIFICA TIONS FOR SW 320th St and S Marine Hills Way Pipe Repairs RFB # 16 -007 City of Federal Way Public Works Department 33325 Eighth A venue South Federal Way, WA 98003 Mai ling Address; City of Federal Way Public Works Department Federal Way, WA 98003 -6325 BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS Veis SW 320th St and S Marine Hills Way Pipe Repairs RFB # 16 -007 Bids Accepted Until 3:00 p.m., July 7, 2016 Bids Opened 3:10 p.m., July 7, 2016 AT: City of Federal Way City Council Chambers 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: Public Works Department CITY OF FEDERAL WAY, WASHINGTON City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 2 2016 RFB ver. 4 -16 TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ......................................... ..............................4 BIDDER'S CHECKLIST ................................................................... ..............................6 SECTION 1: INSTRUCTIONS TO BIDDERS ..................................... ..............................8 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................15 NO BID RESPONSE FORM (Attachment A) ................................... .............................21 BID FORM (Attachment B) ........................................................... .............................22 BID SCHEDULE (Attachment C) ................................................... .............................24 BID SIGNATURE PAGE (Attachment D) ........................................ .............................25 BID BOND FORM (Attachment E) ................................................. .............................26 SUBCONTRACTOR LIST (Attachment F) ....................................... .............................27 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................28 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) ........ .............................30 PUBLIC WORKS CONTRACT (Attachment I) ................................. .............................31 (with Exhibits A -H and Appendices as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the City of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Exhibit G Performance/ Payment Bond Exhibit H Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS . .........................SALMON PAGES SPECIAL PROVISIONS ............................................... ............................... BLUE PAGES STANDARD PLANS, DETAILS AND PROJECT SIGN DETAILS (WHITE) ....... APPENDIX A PREVAILING WAGES AND BENEFIT CODE KEY (YELLOW) . .......................APPENDIX B PERMIT AND AGENCY APPROVALS (WHITE) ..................... .......................APPENDIX C City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 3 2016 RFB ver. 4 -16 CITY OF FEDERAL WAY REQUEST FOR BIDS SW 3201h St and S Marine Hills Way Pipe Repairs RFB # 16 -007 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through July 7, 2016, at 3:00 p.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 3:00 p.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 3:10 p.m. on Thursday, July 7, 2016, 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: Rehabilitating existing storm drains by installing a joint -less and tight fitting resin - impregnated flexible tube cured -in -place pipe (CIPP) within the existing pipe throughout the entire length of the original pipe. The Contractor shall complete all work within 60 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 Tony Doucette, P.E., SWM Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Tony Doucette, P.E., SWM Engineer prior to bid opening date. 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 cashier's 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 #16 -007, SW 320th St and S Marine Hills Way Pipe Repairs. 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: City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 4 2016 RFB ver. 4 -16 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 Construction Dodge, 3315 Central Ave., Hot Springs, AR 71913 Cora Inc. — Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 100, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 5468 SE International Way, Milwaukie, OR 97222 iSgFt Planroom, c/o Cascade A &E 235 9th Ave North, Seattle, WA 98109 — 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. Regardless of the date of award or Notice to Proceed, the Contractor must complete all work under this project by November 15, 2016. 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 or her bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the 10th day of June, 2016. Dates of Publication: Daily Journal of Commerce: June 18, 2016 June 25, 2016 Federal Way Mirror: June 17, 2016 June 24, 2016 City of Federal Way SW 320'h St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 5 RFB # 16 -007 2016 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. fjC 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. Ix] Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. n 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. 5I Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may /may not apply) (C Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. 1 Contractor's Compliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Contractor's Certificate of Registration IX X 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 RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 6 2016 RFB ver. 4 -16 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 SW 3201h St and S Marine Hills Way Pipe Repairs Public Works Contract ('Contract ") from these Bid Documents. ❑ Contractor's Retainage Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit E) 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 F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit G) 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 RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 7 2016 RFB ver. 4 -16 SECTION 1: INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 3:00 p.m. local time on July 7, 2016, 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 8th Avenue S, Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on July 7, 2016, at 3:10 p.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. 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 RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 8 2016 RFB ver. 4 -16 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 the City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 9 2016 RFB ver. 4 -16 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 the City of Federal Way SW 320'h St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 10 RFB # 16 -007 2016 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: 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. 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 projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 11 2016 RFB ver. 4 -16 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. C. Attachment C— Bid Schedule. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 12 2016 RFB ver. 4 -16 D. AttachmentD— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Attachment H— 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 or a letter of credit for a like amount. 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." If a letter of credit is offered in lieu City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 13 2016 RFB ver. 4 -16 of a check or bidder's bond, it shall be issued as an irrevocable documentary letter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment E, "Bid Bond." Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. 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 G) 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 G) 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 14 2016 RFB ver. 4 -16 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 Federal Way, Washington 98003 -6325 Attention: Bid Protest -- SW 3201h St and S Marine Hills Way Pipe Repairs RFB # 16 -007 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 Tony Doucette, P.E., SWM Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Tony Doucette, P.E. SWM 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, City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 15 2016 RFB ver. 4 -16 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 Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Schedule, Bid Signature Page, Bid Bond, Subcontractor List, Combined Affidavit and Certification Form, Contractor's Compliance Statement, SW 320th St and S Marine Hills Way Pipe Repairs Contract, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, Addenda and Change Orders, the SW 320th St and S Marine Hills Way Pipe Repairs Special Provisions, contract plans, applicable amendments to the WSDOT Standard Specifications, Standard Plans and Details, Prevailing Wage Rates and Benefit Code Key, Permit and Agency Approvals, 2016 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction ("Standard Specifications ") 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. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 16 2016 RFB ver. 4 -16 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 form from the City or after giving the City 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 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 by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. 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. 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 Warranty All materials and equipment sold and labor performed under this contract are warranted by the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. 2 -10 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 17 2016 RFB ver. 4 -16 2 -11 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. 2 -12 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 -13 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 -14 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 18 2016 RFB ver. 4 -16 2 -15 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 -16 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 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 such other local, state or feder; 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 -17 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. City of Federal Way SW 320'h St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 19 RFB # 16 -007 2016 2 -18 Disagreements, Disputes, Claims, and Appeals If any disagreements occur with anything required in a change order, another written order, or an oral order from the Project Engineer, including any direction, instruction, interpretation, or determination by the Project Engineer, the Contractor shall follow the procedures outlined in Standard Specification Sections 1 -04.5 and 1- 09.11, which are incorporated by this reference. By failing to follow the procedures of Sections 1 -04.5 and 1- 09.11, the Contractor completely waives any claims for protested Work. Any claims or causes of action shall be brought only in the Superior Court for King County, Washington. 2 -19 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 # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 20 2016 RFB ver. 4 -16 AttachmentA NO BID RESPONSE FORM When submitting a "No Bid," mail this completed form to Federal Way Purchasing, 33325 8th 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. 16 -007 Bid Title: ❑ 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: Signature Date Name (Type or Print) Title Phone: City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 21 2016 RFB ver. 4 -16 Attachment B BID FORM CITY OF FEDERAL WAY SW 320th St and S Marine Hills Way Pipe Repairs BID FORM Bidder: Insituform Technologies, LLC Date: July 7, 2016 ITEM BID AMOUNT TOTAL BID AMOUNT (including Washington State sales tax, all other government taxes, assessments and charges) $ 83 a 3 j, 0 C 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 SW 320th St and S Marine Hills Way Pipe Repairs, 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 SW 320th St and S Marine Hills Way Pipe Repairs, 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. 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 forty -five (45) calendar days after the day of the bid opening and the undersigned fails to execute the SW 320th St and S Marine Hills Way Pipe Repairs 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. Bond or Certified Check bid bond Dollars ($ 5% of amount bid ) The Bidder 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. Receipt of the following Addendums is hereby acknowledged: Addendum No. Date Issued: City of Federal Way RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 22 2016 RFB ver. 4 -16 Addendum No. _ Date Issued: Addendum No. Date Issued: Limited Liability Company Corporation /Partnership /Individual (Delete Two) TNSTTTT.883CW Bidder's State License No. 601 - 880 -220 Bidder's State Tax No. City of Federal Way SW 320`h St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Insituform Technologies, LLC Firm Name Signature Whittney Schulte, Contracting Title Page 23 RFB # 16 -007 2016 Attachment C BID SCHEDULE CITY OF FEDERAL WAY SW 320th St and S Marine Hills Way Pipe Repairs RFB 16 -007 NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written in ink. Show unit prices in both words and figures, and where conflict occurs, the written or typed words shall prevail. ITEM NO. SECTION # ITEM DESCRIPTION WITH UNIT PRICE IN WORDS UNIT PLAN QTY. UNIT PROICE DOLLARS & CENTS TOTAL AMOUNT DOLLARS & CENTS 1 SP 1 -09.7 Mobilization LS 1 10\100. a\00. ai Lump Sum 2 SP 7 -06.5 Standard Pipe Cleaning LF 477 Oa, ©7, VV L r. a. "! is .) Linear Foot 3 SP 7 -06.5 18 -in Cured -in -Place Pipe LF 477 1I)0 . op #5-4,, �.c.L Linear foot 4 SP 7 -06.5 Lateral Reconnection EA 1 i0,4 00 tt�� ff� i /CA1. 00 Per Each 5 SP 7- 06.3(2) Heavy Pipe cleaning Three Thousand Dollars EST. 1 3,000.00 3,000.00 Per Force Account 6 SP 7- 06.3(2) Unanticipated Open Cut Repair Ten Thousand Dollars EST. 1 10,000.00 10,000.00 Per Force Account 7 SS 1- 04.4(1) Minor Change Fifteen Thousand Dollars CALC. 1 15,000.00 15,000.00 Calculated All unit prices shall include applicable sales tax (SP 1 -07.2) Sales Tax Total ,)g3.5 -3s.0c (Total Bid Price in Words) City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs Page 24 2016 RFB ver. 4 -16 RFB # 16 -007 Attachment D BID SIGNATURE PAGE Date: July 7. 2016 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the SW 320th St and S Marine Hills Way Pipe Repairs and comply with all other terms and conditions of the contract and bid documents of RFB 16 -007. 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 Tess than five percent (5 %) 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. Limited Liability Company Corporation /Partnership /Individual (Delete Two) Insituform Technologies, LLC Company Bv: A / /i//f /A,.. 1 (Signature) Whittney Schulte (Printed Name) / /ii /d.' Its: Contracting & Attesting Officer (Title) 17988 Edison Avenue Chesterfield. L10_63005 (Address) 636 - 530 -8000 (Telephone Number) City of Federal Way RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 25 2016 RFB ver. 4 -16 Attachment E BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ 5% of Amount Bid , which amount is not Tess than five percent (5 %) of the total bid. BID BOND Insituform Technologies, LLC KNOW ALL PERSONS BY THESE PRESENTS that we, 17988 Edison Avenue, Chesterfield, MO 63005 as Principal, and Travelers Casualty and Surety Com�ppanyy of America as Surety, are held and p pne Tower Square, Hartford. CT a6183 r �I firmly bound unto the City of Federal Way, as Obligee, in the penal sum of Five Percent of the Amount Bid and _100 dollars ($ 5% of Amount Bid ), 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: SW 320th St and S Marine Hills Way Pipe Repairs 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, witIcSu Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay arteriqf to the Obligee the penal amount of the deposit specified in the call for bids, then '`.thiseebI} shall be null and void; otherwise, it shall be, and remain in full force and effect, aFrthef g" shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, t ' prndpn4 bond. j Li4 r' - cr> SIGNED, SEALED AND DATED THIS 7 DAY OF July Received return of deposit in the sum of $ N/A City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 26 2016 Insituform Technologi LC • ✓q I�e , / ✓. / /�i.i i Vii. 1Y a cue Principal . tracting & Attesting Officer Travelers Casualty and Surgty Company of America RFB # 16 -007 2016 State of Missouri County of St. Louis On 7/07/2016, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Dana A. Dragoy known to me to be Attorney -in -Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Andrea M Carthy, otary ublic My Commission Expires: ANDREA MCCARTHY Notary Public — Notary Seal State of Missouri, St. Louis County Commission # 15636518 My Commission Expires July 30. 2019 TRAVELERS) Attorney -In Fact No. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 230491 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 0 0 6 8 2 7 2 0 5 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Andrew P. Thome, Dana A. Dragoy, Peter J. Mohs, Debra A. Woodard, Barbara Buchhold, Michael D. Wiedemeier, Amanda L. Williams, and Jessica Avery of the City of Chesterfield , State of Missouri , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 7th day of June 2016 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company State of Connecticut City of Hartford ss. St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company {4J:'' ii W .+GOpPORArt:, 1 �`•,SEALJP 1 By: Robert L. Raney, Senior Vice President On this the 7th day of June 2016 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. 58440 -5 -16 Printed in U.S.A. Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 7 day of Kevin E. Hughes, Assis it Y u ZJ/ IW.'�µPORATE x'1^3 / iA.. SEAL ; D ` js ......: *t� bf if HARTFORD, CONN. To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 7 day of To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attomey -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 SW 320th St and S Marine Hills Way Pipe Repairs Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW, or identify the bidder for the work will result in your bid being non - responsive and therefore void. Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW, must be named below, or name the bidder for the work. The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR NAME ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? (Y/ N) Py, tfi 1'c1 4-..Q. ■.A g S`"SCGC. . (2.1) 0 City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs Page 27 2016 RFB ver. 4 -16 RFB # 16 -007 Attachment G 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 USDOT's 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 Tess 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 # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 28 2016 RFB ver. 4 -16 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. SW 320th St and S Marine Hills Way Pipe Repairs Name of Bidder's Firm Insituform Technologies, LLC ..//Ifir AA Ai L11/L4I Signature of Autho' ' ed Representative of Bidder Whittney Schulte, Contracting & Attesting Officer Subscribed and sworn to before me this 7 day of July , 200 -_.16 LAURA M. ANDRESKI Notary Public - Notary Seal STATE OF MISSOURI St. Charles County My Commission Expires: Jan. 5, 2020 ■ Commission 11369653 City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Laura Andreski, Notary Public (printed /typed name of notary) Notary Public in and for the State ofATSPCMBX Missouri My commission expires: w c-12/3 2,0 RFB # 16 -007 Page 29 2016 Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: July 7, 2016 This statement relates to a proposal contract with the City of Federal Way named SW 320th St and S Marine Hills Way Pipe Repairs I am the undersigned bidder or prospective contractor. I represent that: I ® have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. By: Insituform Technologies. LLC Name of Bidder A Ai 4 GA4AI / /44•4A, Its: Whittney Schulte, Contracting & Attesting Officer Title 17988 Edison Avenue Chestefield, MO 63005 Add ress City of Federal Way RFB # 16 -007 SW 320`" St and S Marine Hills Way Pipe Repairs Page 30 2016 RFB ver. 4 -16 INSITUFORM TECHNOLOGIES, LLC Assistant Secretary's Certificate The undersigned, being the Assistant Secretary of Insitufou u Technologies, LLC, a Delaware limited liability company (the "Company "), hereby certifies that: 1. The following is a true and correct excerpt from the Limited Liability Company Agreement of the Company: Appointment by the President. The president of the Company may from time to time appoint officers of the Company's operating divisions, and such contracting and attesting officers of the Company as the President may deem proper, who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. 2. The President of the Company has, pursuant to the above authority, duly appointed Debra Jasper, Jana Lause, Ursula Youngblood, Diane Partridge, Laura M. Andreski and Whittney Schulte as Contracting and Attesting Officers of the Company. Each of the foregoing have been fully authorized and empowered by the President of the Company (i) to certify and to attest the signature of any officer of the Company, (ii) to enter into and to bind the Company to perform pipeline rehabilitation activities of the Company and all matters related thereto, including the maintenance of one or more offices and facilities of the Company, (iii) to execute and to deliver documents on behalf of the Company, and (iv) to take such other action as is or may be necessary and appropriate to carry out the project, activities and work of the Company. IN WITNESS WHEREOF, I have hereunto affixed my name as Assistant Secretary this 23rd day of October, 2015. 4, MCC 46 -4. w� 1 Daniel P. SchoQe1„c.f j r " Assistant Secre Department of Labor and Industries PO Box 44450 Olympia, WA 98504 -4450 INSITUFORM TECHNOLOGIES LLC 17988 EDISON AVE CHESTERFIELD MO 630053700 INSITUFORM TECHNOLOGIES LLC Reg: CC INSITTL883CW UBI: 601 -880 -220 Registered as provided by Law as: Construction Contractor (CC01) - GENERAL Effective Date: 2/14/2012 Expiration Date: 2/14/2018 Page 1 of 1 STM'fE OF WAS311NGT0N ..:1E IAF,3Y OF STA7f-' Foreign Profit Corporation See attached detailed instructions 0 Filing Fee $30.00 rf p '01f2V12. 21.t1raU42- ' , Gq,oQ iG fi3194 tld; 224642$ 544 FILED SECRETARY OF STATE SAM REED 0112312012 STATE OF WASHINGTON C7 thing I'eo with Expedlfeci Service $90.90 J UM Number: 601 880 220 AMENDED CERTIFICATE OF AUTHORITY Chapter 2313,10 ROW S GTIGN 1 NAME OF CORPORATIONI (es currently recorded wl(b the Office of the Secretary of Stole) MS]TUFORM TECHNOL00113S, INC. NAME TO BE USEf IN WASHINGTON STATE: (If different than above, resolution must be attached) _seCTIO.N.2 STATE OR COUNTRY WHERE ORIGINALLY INCORPORATED: bclawara DATE CERTIFICATE OF AUTHORITY WAS ISSUED IN WASHINGTON: to/301200a SECTION 3 AMENDMENTS TO CERTIFICATE_ (If necessary, attach erid&ona`thntuanatton) The entity bos couvcded From a Corporation to a Limited Liability Company - to the event the change or changes Include a name change lea name that does not meet the requirements- of RO v ,238,16, 90z a fictitious name for use In Washington, include a copy of the resolution of the board of directors, certified by the corporation's secretary, adopting the JJc0llons name; and n copy of the docurnont filed in the state or country of Incorporation showing that(urfsdlctlan's Yiled "etomp. SECTION 4 SIGNATURE (see Instructions page) fi4 s oeu t!s hereby %Wonted enderpenalttoe ofperjury, and Is, fo the best ofmytmowtodgo, true end cowed X �; �� David F. Morrie, Sr, VicoPres .Tg al. qzola 634.5304440 Signature Printed Namelfltle Date Phone Number Pro. Corporatibn- Amended gertltfcate Washington Sao-crazy of Stain Revisal 07/10 The First State PAGE 1 I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE DO EERY CERTIFY THAT WEE ATTACHED XS A TX/HAND CORRECT COPY O1 THE CERTIFICATE OF CONVERSION OF A DEY41WARL CQRx'OR, TION UNP2 R THE NAME OP "INSI 'UFORM TECHNO1TOGXES, INC. " TO A DELAWARE LIMITED LIABILITY COMPANY, CHANGING ITS NANO FROM "T1wrTUPORM TECHNOLOGIES, INC," TO ,,INsiTuVORN TZTECBNOLOGI s, ZX C ", Fit= .xl Taxs OFFICE ON THE THIRTIETH DRAY or DECEMBER, A. D, 2011, A2' -Z. :20 O I CLOOK AND I DO REREEY N'UHTHER CERTIFY THAT THE „wr ' C2'IVE DATE or THE AFORESAID CERTIFICATE OP CONVERSION 2S TITHE THIRTY-FIRST DAY OF DEcEMBER7 -A 07 - 2 011, --Aal - :x-1-:58 - O ! CLOCR 1. M; 0889565 8100V 120057240 You may verity 0434 Cext3XJ.cate online qa aorp;delawara. uv /euthvaz,shunt AKt y W. OWIock secretory amite AUT,H'EN7 TION: 9302792 2 A.TZ: 02-18-12 ' BfaCa of Delaware 5aazof uy of State Division of Corpakatlons Delivered 11:40 Rd 12180/2011 011-g1)11:213 AtI12/30/2011 $12V 111955490 ^ 0889565 ME STATE OE DELAWARE CERTIFICATE OP CONVERSION FROM A CORPORATION TO A LIMTTEI7 LIABILITY COMPANY PURSUANT TO SECTION 18 »214 OF THE LIMITED LIABILITY COMPANY ACT .) The jurisdiction where the Corporation first formed is IDaiware 2.) The jurisdiction immediately prior to frying this Certificate is Aalaware, 3.) The date the Corporation first formed is Mareit 27, 1980, 4.) The name of the Corporation immediately prior to filing this Certificate is lnsitufonn Technologies, Inc, 5.) The Palnte of the Limited Liability Company as set forth inns Cett1feade afPommtion is insituYornTechnologies, LLC. 6.) The effective-time of the conversion shall be 1168 p.m. EST on December 31, 2011. IN wrri ESS WHEREOF, the undersigned has executed this Certificate ort the 27th day of December, 2011, 1NS1T[JFORMVMTEC JNOLOOIEs,INC. The i t State PAGE' 2 I, JEFFREY P BULLOCK, SECRETARY of STATE OF T'A'E STATE or DELANAIW DO HEREBY CERTIFY THAT THE ATTACHED Zs A TIME AND CORRECT COPY 0&' CERTIFICATE OF FORMATION Ott' "XNSITuPoRM TECHNOLOGIES, .T,LC" FILED TN THIS OFFICE ON THE THIRTIETH DAY OF' DECEMBER, ,A. D. 2011, AT 11:28 O'CLOCK A.M. AND ,Z' DO REREBY FORT NER CERTIFY TEAT TEE .EFFECTIVE DATE Or TEE AFORESAID CERTIFICATE OF FORMATION Is TEE w xltT%^ -1xRsr DAY 01? DECF,hNER, A.D. 2011, AT 11:58 O'CLOCK P.M_ 0889565 8100V 120017240 Yau ma voxt'y thfr oor�8}},,+tti n Zilha ak ZT.dolatroro.gnvlauthves.$Rtm AUi'HZN TION: 9302791orstate DATE: 01- -1812 State o.f re.lamm Sou-ataxy of state DiVision or corporations Belivered 11:40 AM 12/3o/.p &;uP1D11 ;23 AM 12/X02011 SRV 111355498 - 0889.565 Sug o STAi M of DELAWARE LIMITED LIABILITY COMPANY £ERT1FICATE ofFORM4TXON Vint: The name of this limited liability company is Insituiarm Technologies, LrLC. e. Semaad: The address of its registered office in the State of Delaware is Corporation Trust Center, 1209 Orange Street is the City of Wilmington, Delaware 19801. The name of its registered agent at such address is The Corporation Trust Company. o Third: This filing shall be effective 11:58 p.m. EST on December 31, 2011. _ _......7N- WiTNESS_WDEII O'1~+, the undersigned lktsexeGuted this Catilieate on_the.2711! day - of December, 2011, Attachment 1 PUBLIC WORKS CONTRACT FOR SW 320TH ST AND S MARINE HILLS WAY PIPE REPAIRS THIS PUBLIC WORKS CONTRACT ( "Contract ") is dated effective this --(5114 day of 2016 and is made by and between the City of Federal Way, a Washington municipal corporation ( "City or Owner "), and Insituform Technologies, LLC, a Delaware limited liability company ("Contractor "). A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete SW 320th St and S Marine Hills Way Pipe Repairs, located at SW 320th St and at S Marine Hills Way, Federal Way, Washington ( "Property'); 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 SW 320th St and S Marine Hills Way Pipe Repairs project, including without limitation: Rehabilitating existing storm drains by installing a joint -less and tight fitting resin - impregnated flexible tube cured -in -place pipe (CIPP) within the existing pipe throughout the entire length of the original pipe ("Work'), in accordance with and as described in the Contract Documents, which include without limitation, The City's Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Schedule, Bid Signature Page, Bid Bond, Subcontractor List, Combined Affidavit and Certification Form, Contractor's Compliance Statement, SW 320th St and S Marine Hills Way Pipe Repairs Contract, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, Addenda and Change Orders, the SW 320th St and S Marine Hills Way Pipe Repairs Special Provisions, contract plans, applicable amendments to the WSDOT Standard Specifications, Standard Plans and Details, Prevailing Wage Rates and Benefit Code Key, Permit and Agency Approvals, 2016 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction ( "Standard Specifications ") and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents "), 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 on or before December 31, City of Federal Way RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 31 2016 RFB ver. 4 -16 , 200_. 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 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. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. 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. 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 City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 32 2016 RFB ver. 4 -16 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 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 later than December 31, 2016 to complete, and the expiration of all warranties contained in the Contract Documents ("Term "). 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract; provided, however, that this warranty may extend beyond this time period City of Federal Way RFB # 16 -007 SW 320`h St and S Marine Hills Way Pipe Repairs Page 33 2016 RFB ver. 4 -16 pursuant to the warranties as specified in the Special Provisions and incorporated by this reference. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Eighty -Eight Thousand Five Hundred Thirty- Five and 00 /100 Dollars ($88,535.00), which amount shall constitute full and complete payment by the City ("Total Compensation "). 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 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. 4.4 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. 4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5 %) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D." No payments shall be made by the City from the retained percentage fund ( "Fund ") nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non - payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this City of Federal Way RFB # 16 -007 SW 320`h St and S Marine Hills Way Pipe Repairs Page 34 2016 RFB ver. 4 -16 Contract, the City shall release and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. S. 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 shall 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 H. 6. INDEPENDENT CONTRACTOR/ CONFLICT OF INTEREST 6.1 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, 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. 6.2 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. 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 35 2016 RFB ver. 4 -16 7.2 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. (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. 7.3 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. City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 36 2016 RFB ver. 4 -16 (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. 8. INDEMNIFICATION 8.1 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. 8.2 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. 8.3 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. 9. INSURANCE 9.1 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. 9.2 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 37 2016 RFB ver. 4 -16 (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. 9.3 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 "F," 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. 9.4 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. 9.5 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. 9.6 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. 9.7 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. 10. 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 "G" 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 guarantee 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 38 2016 RFB ver. 4 -16 11. 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. 12. PREVAILING WAGES 12.1 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. 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. 12.2 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 39 2016 RFB ver. 4 -16 12.3 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. 12.4 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. 13. FAILURE TO PAY SUBCONTRACTORS 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. 14. 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. 15. 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. City of Federal Way SW 3201" St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 40 RFB # 16 -007 2016 16. 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. 17. 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 kind 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. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 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. 18.2 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 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. 18.3 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 41 2016 RFB ver. 4 -16 19. GENERAL PROVISIONS 19.1 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. 19.2 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. 19.3 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. 19.4 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. 19.5 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. 19.6 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 Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 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 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. 19.8 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. 19.9 Authori . 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. 19.10 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. 19.11 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 42 2016 RFB ver. 4 -16 19.12 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. 19.13 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. 19.14 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: ATTEST: anie Courtney, CMC, C APPROVED AS TO FORM: Mark Orthmann, Acting City Attorney Fe r1 II, Mayor 325 8th Avenue South Federal Way, WA 98003 -6325 City of Federal Way RFB # 16 -007 SW 320`h St and S Marine Hills Way Pipe Repairs Page 43 2016 RFB ver. 4 -16 INSITUFORM TECHNOLOGIES, LLC By: STATE OF MISSOURI )ss. COUNTY OF St. Louis ) Whittney Schulte Contracting & Attesting Officer 17988 Edison Ave Chesterfield, MO 63005 (636) 530 -8064 On this day personally appeared before me Whittney Schulte, to me known to be the Contracting and Attesting Officer of Insituform Technologies, LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that she was authorized to execute said instrument. GIVEN my hand and official seal this 22 day of August , 2016 . LAURA M. ANDRESKI Notary Public - Notary Seal STATE OF MISSOURI St. Charles County My Commission Expires: Jan. 5, 2020 Commission # 11389653 City of Federal Way SW 320°i St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Laura Andreski, Norary Public (typed /printed name of notary) Notary Public in and for the State of Missouri My commission expires Q() S 2 () Zc) RFB # 16 -007 Page 44 2016 EXHIBIT A NOTICE OF COMPLETION [lF PUBLIC WORKS CONTRACT Date, Cun&2cftes UHT Number. 'dame .fir Mailing Udress of Fubii.c . encg. U- Chdy Tyate MAgned UBI N®Len Nrilke is ftvrz bj- k.PIkc'1t refelilsr Pry f ftv r-rim f]kiki 1r ri f rrimiraid ur Pr4-J jJ' } &ALTffWd .b..e'fri W P"rd Cmm&wt N"Aer Job Or&w Cantrachng ❑ Yus ❑ es FederO %- fiundedirznspal-Mtionproject' ❑ Yes ❑ Na 0fyes,praviirCeFhui Basil. SItA ent below ) wL Or 5. ame IMad MIMS outmctor Mftess If Retain2ge is ease select one of the foffiiwing 2nd List Surety's . ❑ IzG1;51r7..1 eRan Cl ❑ l +,7i ": - .': •. ,iuir him} I lS nl i t far FrArnal ly Frin4Ld rranrprlrl ali fur. prnj rcr•i ;5rne 15, 1,I \, :r 114?r 2fe ontr2ct. war . M to Work omniieizced Lime Or' o to v%,Gfi--Ureptft me Salxentracters used m tiffs praject? If sn, &we complete "emlcm k- ❑Yes ❑ Na , M4U i I Ili* - Nn" I.&I rcl o.A rn %ill hr. prnn lyd until all nffiAn il4 are li rl pd. 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Phana Nomher: Deep arment Smaurlgp Oap arlm iul [ Rap lit ralla n, Inq ulry, Stan dordh a Coordination Unit r31117904 94M puhlemrksood.11a.gaN RFB # 16 -007 2016 Adder A: Flmae list aIl Suhcmtmetora and Sub -tiers Below This a iIm uin can 6c s a miutd us cl I wr I'Lrina Is. F 'ruvideknewrea[fi�rroiLnaLLlrixtiin. ��L: ieIiele�. e�7l lhe�anipdnnbl9��i�tls5�3s :e656e� Foa lm msislunce or 90 sequesi ibis dooumen9 im am allerm le ierrm9. p'9casc call I - Xl(I - &l7- '07(16. Te1etTe tTTY) mers may use 0c. astlim 1011 R.Clury Smvtc by Capin ,7I I. REV II 4* --1Ms At&mdur fM -7&15) F21.5-03HAM 1 * --Vl4 City of Federal Way RFB # 16 -007 SW 3201h St and S Marine Hills Way Pipe Repairs Page 46 2016 RFB ver. 4 -16 PROJECT NUMBER PROJECT TITLE EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: EFFECTIVE DATE CONTRACTOR 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 $ UNIT PRICE: DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM TOTAL NET CONTRACT: QUANTITY UNIT PRICE ADD OR DELETE 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 provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR /MANAGER SIGNATURE SIGNATURE City of Federal Way SW 3201" St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 47 DATE RFB # 16 -007 2016 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT *Adjustments: $ ❑ INCREASED $ ❑ DECREASED $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way RFB # 16 -007 SW 3201" St and S Marine Hills Way Pipe Repairs Page 48 2016 RFB ver. 4 -16 City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 -6325 253 - 835 -7000 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT Bid /Contract Number IDENTIFICATION AND DESCRIPTION Project Title Contractor Representative Bid No. Date Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. 3. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.010 I hereby notify the City of Federal Way of my instructions to invest not to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID #: Est. Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) City of Federal Way RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 49 2016 RFB ver. 4 -16 A EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY SW 320T" ST AND S MARINE HILLS WAY PIPE REPAIRS Bond No. 106570609 KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, Insituform Technologies, LLC, as principal ("Principal "), and Travelers Casualty and Surety Company , a Corporation organized and existing under the Taws of the State of Connecticut of Ameri ;a as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ( "Surety"), are jointly and severally held and firmly bonded to the City of Federal Way ( "City") in the penal sum of: Four Thousand Four Hundred Twenty-Six and 75/100 Dollars ($4,426.75) for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing for the SW 320th St and Marine Hills Way Pipe Repairs Project, which contract is incorporated herein by this reference ( "Contract "), and C. Pursuant to State law, Chapter 60.28 RCW, the City Is required to reserve from the monies earned by the Principal pursuant to the contract, a sum not to exceed five percent (5 %), said sum to be retained by the City as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or materialmen who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all daims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and E. The Principal has accepted, or Is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, for the amount of Eighty-Eight Thousand Five Hundred Thirty - Five and No /100 Dollars ($88,535.00); and F. The Oty is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Contract, 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 if the Principal shall pay to the State all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract 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 Contract 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 Contract or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract 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 Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without consent of the Surety. City of Federal Way RFB # 16 -007 SW 320th St and S Marine i iilis Way Pipe Repairs Page 50 2016 RFB ver. 4 -16 Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make 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 City, 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 daim 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 interest, 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 Prindpal, the Parties agree to participate in at least four hours of mediation in accordance with 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 office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this?', day of 20 I the name and corporate seal of each corporate party hereto affixed, and these presents uncgers. , . representatives pursuant to authority of its governing body. City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 51 ctS duly ned by its PRINCIPAL Insituform Technologies, LLC By: Whittney Schulte Contracting & Attesting Officer 17988 Edison Ave Chesterfield, MO 63005 SURETY Travelers Casualty and Surety Company of America By li Ltijiictol Attorney -in -Fact (Attach Power of Attorney) Amanda L. Williams, Title: Attorney -in -Fact Address: One Tower Square Hartford. CT 06183 RFB 11 16 -007 2016 CERTIFICATES AS TO CORPORATE SEAL Contractin & Attesting Officer I hereby certify that I am the (mum i� o the Corporation named as Principal in the within bond; that Whittney Schulte, who signed the said bond on behalf of the Principal, was Contracting & Attesting Officer of 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. itamAAA4416f,(4), iafiiKtalic Laura Andreski, Contracting & Attesting Officer I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, 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. N/A Secretary of Assistant Secretary APPROVED AS TO FORM: Mark Orthmann, Acting City Attorney City of Federal Way RFB 4 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 52 2016 RFB ver. 4 -16 • I. State of Missouri County of St. Louis On , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Amanda L. Williams known to me to be Attorney -in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. BARBARA BUCHHOLD Notary Public - Notary Seal STATE OF MISSOURI St. Charles County My Commission Expires: Sept. 7. 2018 My Commission Expires: ' Commission # 14430636 r w 1 TRAVELERS J Attorney -In Fact No. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 230491 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 0 0 6 8 2 813 3 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Andrew P. Thome, Dana A. Dragoy, Peter J. Mohs, Debra A. Woodard, Barbara Buchhold, Michael D. Wiedemeier, Amanda L. Williams, and Jessica Avery of the City of Chesterfield State of Missouri , their true and lawful Attomey(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 7th day of June 2016 State of Connecticut City of Hartford ss. Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company By: .v. Robert L. Raney, Senior Vice President On this the 7th day of June 2016 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. 58440 -5 -16 Printed in U.S.A. W w" C Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER _ . This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of Kevin E. Hughes ,20 . To verify the authenticity of this Power of Attorney, call 1 -800- 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: (Name of Union or Organization) The undersigned currently holds contract(s) with Insituform Technologies, LLC 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 SW 320t 1 St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Tony Doucette, P,E. City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 Page 53 • /i. A4144.4 mill% Whittney Schul4 Contracting & Attesting Officer Insituform Technologies, LLC (Contractor or subcontractor) August 27, 2016 Date RFB iE 16 -007 2016 EXHIBIT F CERTIFICATE OF INSURANCE City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 55 2016 RFB ver. 4 -16 1 1 ACVREY CERTIFICATE OF LIABILITY INSURANCE ko....--''' 7/1/2017 DATE(MMIDDIYYYY) 8/24/2016 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 have ADDITIONAL INSURED provisions or 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 p Lockton Companies Three City Place Drive, Suite 900 St. Louis MO 63141 -7081 (314) 432-0500 CORIACf PHONE (ANC, No, Fxt): 1 FAX (A/C, No): E -MAIL ADDRESS: INSURERIS) AFFORDING COVERAGE NAIC S INSURER A : Greenwich Insurance Company 22322 INSURED Insituform Technologies, LLC 1347996 17988 Edison Avenue Chesterfield MO 63005 INSURER B : ACE American Insurance Company 22667 INSURER C : unity Insurance Co of North America 43575 INSURER D : Starr Indemnity & Liability Company 38318 INSURER E : 5 1,000,000 INSURER F : REVISION NUMBER: Ix 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. LTR TYPE OF INSURANCE ISDSD �WVVDD POLICY NUMBER POLICY W/YYYY) R IDD//YYYYYY) LIMITS A A x COMMERCIAL GENERAL LIABILITY Y N CGD300084901 BROAD FORM PD /CONTRACTUAL 7/1/2016 7/12017 EACH OCCURRENCE ; 2,000.000 PREMISES (Ea RENTED 5 1,000,000 CLAIMS -MADE X OCCUR MED EXP (My one person) ; 10,000 X X Independt Contractor XCU PERSONAL & ADV INJURY S 2,000.000 GENERAL AGGREGATE 5 4.000,000 GENL AGGREGATE LIMIT APPLIES PER POLICY X JET X LOC OTHER: PRODUCTS - COMPJOPAGG $ 4,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY ^ SCHEDULED AUTOS NON -OWNED AUTOS ONLY Y N ISAHO9043330 7/1/2016 7/12017 Bla l tSINGLE LIMIT 5 2.000.000 BODILY INJURY (Per person) S XXQi( BODILY INJURY (Per accident, 5 XXXX X PROPERTY DAMAGE (Per accident) 5 �� $ D X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS-MADE N N 1000095154161 7/1/2016 7/12017 EACH OCCURRENCE 5 10,000.000 AGGREGATE 5 10,000.000 $ XXXMCXX DED RETENTION $ B C C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER#1EMBER EXCLUDED? (Mandatory in lNl II DESSCRIPTION OF OPERATIONS below Y! N N N / A N WLRC48607354 (CA/MA) WLRC48607342 (AOS (EXCLUDING MONOPOLISTIC) 7/12016 7/1/2016 7/12017 7/1/2017 X STATUTE ER El EACN ACCIDENT ; 1,000,000 El. DISEASE - EA EMPLOYEE $ 1,000,000 El. DISEASE - POLICY LIMIT j 1,000.000 DESCRIPTION OF OPERATIONS / LOCATIONS ! VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: INSITUFORM JOB NO. 202240, SW 320TH STREET AND S MARINE HILLS WAY PIPE REPAIR, RFB#16 -007- CITY OF FEDERAL WAY, ITS OFFICERS, OFFICIALS, EMPLOYEES, VOLUNTEERS, AND AGENTS ARE ADDITIONAL INSUREDS UNDER GENERAL LIABILITY AND AUTOMOBILE LIABILITY ON A PRIMARY AND NON - CONTRIBUTORY BASIS WHERE APPLICABLE BY WRITTEN CONTRACT, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE NAMED INSURED'S OPERATIONS. "SEE ATTACHED ENDORSEMENTS" CERTIFICATE HOLDER CANCELLATION See Attachment 14230326 CITY OF FEDERAL WAY 33325 EIGTH AVENUE FEDERAL WAY WA 98003 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988- ORD CO RA N. All rights reserved The ACORD name and logo are registered marks of ACORD This endorsement, effective 12:01 a.m., July 1, 2016, forms a part of Policy No. CGD300084901 issued to AEGION CORPORATION by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Any person or organization that you are required in a written contract or written agreement to include as an additional insured provided the "bodily Injury" or "property damage" occurs subsequent to the execution of the written contract or written agreement, including indemnification agreements. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. XIL 2010 -1001 (Ed. 0413) O 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions remain unchanged. XIL 2010 -1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission This endorsement, effective 12:01 a.m., July 1, 2016, forms a part of Policy No. CGD300084901 issued to AEGION CORPORATION by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS — COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Any person or organization that you are required in a written contract or written agreement to include as an additional insured provided the "bodily Injury" or "property damage" occurs subsequent to the execution of the written contract or written agreement, including indemnification agreements. Location And Description of Completed Operations: Various as required per written contract. XIL 2037 -1001 (Ed. 0413) © 2013, XL America, Inc. Page 1 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products - completed operations hazard ". All other terms and conditions remain unchanged. XIL 2037 -1001 (Ed. 0413) © 2013, XL America, Inc. Page 2 of 2 All rights reserved. May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission This endorsement, effective 12:01 am., July 1, 2016 forms a part of Policy No. CGD300084901 issued to AEGION CORPORATION by Greenwich Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE CLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS /COMPLETED OPERATIONS COVERAGE PART It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, as required by written contract. All other terms and conditions of this policy remain unchanged. XIL 424 0605 O, 2005, XL America, Inc. 1 1 This endorsement, effective 12:01 a.m., July 1, 2016, forms a part of Policy No. CGD300084901 issued to AEGION CORPORATION by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: Name of Person(s) or Entity(ies) Mailing Address: Number of Days Advanced Nofice of Cancellation: Per Schedule on File with the Company 90 All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. 1 AUTOMATIC ADDITIONAL INSURED ENDORSEMENT Named Insured Aegion Corporation Endorsement Number 14 Policy Symbol ISA Policy Number H09043330 Policy Period 07/01/2016 TO 07/01/2017 Effective Date of Endorsement Issued By (Name of Insurance Company) ACE American Insurance Company Insert the policy number The remainder of the information is to be completed only when this endorsement is issued wbsequent to THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SECTION II - LIABILITY COVERAGE, WHO IS AN INSURED is amended to include as an "insured" any person or organization you are required in a written contract or agreement to name as an Additional Insured on your policy but only for "bodily injury" or "property damage" to which this insurance applies if the "accident" is caused by: ' 1. You, while using a covered "auto" or 2. Any other person, while using a covered "auto" with your permission. 1 1 1 The insurance provided by this endorsement shall be subject to the following additional condition: 1. The Limit of Insurance provided for the Additional Insured shall not be greater than those required by contract and, in no event, shall the policy Limits of Insurance be increased by the contract. 2, All insuring agreements, exclusions, terms and conditions of the policy shall apply to the coverage (s) provided to the Additional Insured, and such coverage shall not be enlarged or expanded by reason of the contract. 3. Coverage provided by this endorsement shall be excess over any other valid and collectible insurance available to the Additional Insured (s) whether primary, excess, contingent or on any other basis unless the contract specifically requires that this insurance be primary or you request that it apply on a primary basis prior to loss. Authorized Representative DA -6Z04a (06/14) Page 1 of 1 1 NOTICE TO OTHERS ENDORSEMENT - SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE Named Insured Aegion Corporation Endorsement Number 36 Policy Symbol ISA Policy Number H09043330 Policy Period 07/01/2016 To 07/01/2017 Effective Date of Endorsement Issued By (Name of Insurance Company) ACE American Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. A. If we cancel this Policy prior to its expiration date by notice to you or the first Named Insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule ") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy_ You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. Authorized Representative ALL -32686 (01/11) Page 1 of 1 1 1 rkers' Compensation and Employers' Liability Polio Named Insured AEGION CORPORATION 17988 EDISON AVENUE CHESTERFIELD MO 63005 Endorsement Number Policy Number Symbol: WLR Number: C48607342 Policy Period 07-01 -2016 TO 07 -01 -2017 Effective Date of Endorsement 07 -01 -2016 Issued By (Name of Insurance Company) INDEMNITY INS. CO. OF NORTH AMERICA Insert the policy number The remainder of the rnlormation is to be completed only when this endorsement is issued subsequent to the preparation of the policy. NOTICE TO OTHERS ENDORSEMENT — SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE A. If we cancel this Policy prior to its expiration date by notice to you or the first Named insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule ") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. This endorsement is not applicable in the states of AZ, FL, ID, ME, NC, NJ, NM, TX and WI. Authorized Representative WC 99 03 69 (0111 1) Page 1 X Starr Indemnity & Liability Company Dallas, TX 1 -866- 519 -2522 NO CHANGES TO BE ADJUSTED ADDITIONAL PREMIUM RETURN PREMIUM AT AUDIT $ Endorsement Effective: July 1, 2016 Named Insured: Aegion Corporation Countersigned By: (Authorized Representative) POLICY CHANGES ENDORSEMENT DESCRIPTION A. Sub - paragraph 3. of item I. Other Insurance under SECTION IV. CONDITIONS is replaced with the fol- lowing: 3. Insurance held by a person(s) or organizations(s) qualifying as an additional insured in 'Underlying Insurance ", but only when the written contract or agreement between you and the additional insured: a. Requires that your insurance be primary and not contribute with that of the additional insured; and b. Executed prior to the loss. In such case as described in sub - paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts paya- ble under this insurance. All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: 1. ' Charles H. Dangeloesident Nehemiah E. Ginsburg, Genera ounsel y' Starr Indemnity & Liability Company Dallas, TX 1- 866 - 519 -2522 Earlier Notice of Cancellation Provided by US Policy Number: 1000095154161 Effective Date: July 1, 2016 at 12:01 A.M. Named Insured: Aegion Corporation SCHEDULE Number Of Days' Notice go For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in Paragraph 2. of either the Cancellation Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above. All other terms and conditions of this Policy remain unchanged. Signed for the company as of the Effective Date above: =r' rt'? i�IG�J CdfGart i��Shi�VflS� Charles H. Dang lo, President Nehemiah E. Ginsburg, General;' Counsel XS 147 (10/08) Page 1 of 1 Copyright SD C. V. Starr & Company and Starr Indemnity & Liability Company. All rights reserved. Includes copyrighted material of ISO Properties. Inc.. used with its permission. EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE /PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: Bond No. 106570608 Travelers Casualty and Surety We, the undersigned Insituform Technologies, LLC, ("Principal ") and Company of America the undersigned corporation organized and existing under the laws of the. State of . Connecticut 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 of Eighty-Eight Thousand Five Hundred Thirty -Five and No /100 Dollars ($88,535.00) 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 pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. The Principal has entered into an Agreement with the City datedSep`e%J1L1�, 20_14for SW 320th St and S Marine Hills Way Pipe Repairs. 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 the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement within a period of one (1) year after its final acceptance thereof by the City, 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 City, 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 interest, 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 City of Federal Way RFB # 16 -007 SW 320th St and S Marine Hills Way Pipe Repairs Page 55 2016 RFB ver. 4 -16 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 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 office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior completion of the mediation. DATED this day of , 20 I if CORPORATE SEAL OF PRINCIPAL: ,' ,, semi i;i7 ryy„ ;Y 7 0 0.11 ° C 5 U,t _ By: Its: PRINCIPAL Insituform Technologies, LLC • Whittney Schulte Contracting & Attesting Officer 17988 Edison Avenue Chesterfield, MO 63005 (636).530 -8064 CERTIFICATE AS TO CORPORATE SEAL ('or adJ Ofr4e -i- I hereby certify that I am the ' he Corporation named as Principal in the within bond; that Whittney Schulte, who signed the said bond on behalf of the Principal, was Contracting & Attesting Officer 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. ILA Lb SEAL OF SURETY: SURETY 10 APPROVED AS TO FORM: Mark Orthmann, Acting City Attorney City of Federal Way SW 320th St and S Marine Hills Way Pipe Repairs RFB ver. 4 -16 Page 56 By: Laura M. Andres(d Contracting & Attestlng Officer revelers Casua ty and Surety Company of America Attorney -In -Fact (Attach Power of Attorney) Amanda L. Williams, Attorney -in -Fact (Name of Person Executing Bond) One Tower Square Hartford, CT 06183 (Address) (860) 277-0111 (Phone) RFB # 16 -007 2016 State of Missouri County of St. Louis On , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Amanda L. Williams known to me to be Attorney -in- Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Bar hhold, Notary Pu LA- My Commission Expires: BARBARA BUCHHOLD ► Notary Public - Notary Seal ► STATE OF MISSOURI ► St. Charles County ► My Commission Expires: Sept. 7, 2018 ► Commission # 14430636 ► TRAVELERS) Attorney -In Fact No. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 230491 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 0 0 6 8 2 813 0 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Andrew P. Thome, Dana A. Dragoy, Peter J. Mohs, Debra A. Woodard, Barbara Buchhold, Michael D. Wiedemeier, Amanda L. Williams, and Jessica Avery of the City of Chesterfield , State of Missouri , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 7th day of June 2016 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company State of Connecticut City of Hartford ss. By: HA9TFOPID,, S 9lOONN. ! g Robert L. Raney, Senior Vice President On this the 7th day of June 2016 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. 58440 -5 -16 Printed in U.S.A. W " y Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of , 20 . Kevin E. Hughes, Assistant To verify the authenticity of this Power of Attorney, call 1 -800- 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER i I I i i i i i i i i I i EXHIBIT H 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 ") 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), Title 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. S. 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 # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 59 2016 RFB ver. 4 -16 6. 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. City of Federal Way RFB # 16 -007 SW 320'h St and S Marine Hills Way Pipe Repairs Page 60 2016 RFB ver. 4 -16 AMENDMENTS TO THE STANDARD SPECIFICATIONS VA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2016 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS 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- 02.AP1 Section 1 -02, Bid Procedures and Conditions April 4, 2016 1- 02.4(1) General The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business on the Thursday preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1 -02.9 Delivery of Proposal The last sentence of the third paragraph is revised to read: The Contracting Agency will not open or consider any Proposal when the Proposal or Bid deposit is received after the time specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received. The following new paragraph is inserted before the last paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1 -02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1 -02.12 Public Opening of Proposals This section is supplemented with the following new paragraph: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 If an emergency or unanticipated event interrupts normal work processes of the 2 Contracting Agency so that Proposals cannot be opened at the time indicated in the call 3 for Bids the time specified for opening of Proposals will be deemed to be extended to 4 the same time of day on the first work day on which the normal work processes of the 5 Contracting Agency resume. 6 7 1- 06.AP1 s 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 1 -06, Control of Material January 4, 2016 This section is supplemented with the following new section and subsections: 1 -06.6 Recycled Materials The Contractor shall make their best effort to utilize recycled materials in the construction of the project; the use of recycled concrete aggregate as specified in Section 1- 06.6(1)A is a requirement of the Contract. The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's anticipated usage of recycled materials for meeting the requirements of these Specifications. The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9- 03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on -site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350 -075 Recycled Materials Reporting. 1- 06.6(1) Recycling of Aggregate and Concrete Materials 1- 06.6(1)A General The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items listed in Section 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of recycled concrete aggregate. The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled concrete used on the entire Contract and not as individual items. If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the Contractor may choose to not use recycled concrete aggregate. When the Contractor does not meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due to costs or any other reason the following shall be submitted: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 A cost estimate for each material listed in Section 9- 03.21(1)E that is utilized on the Contract. The cost estimate shall include the following: a. The estimated costs for the Work for each material with 25 percent recycled concrete aggregate. The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest total cost for the Work. The estimated costs for the Work for each material without recycled concrete aggregate. The Contractor's cost estimates shall be submitted as an attachment to the Recycled Materials Reporting form. 1- 07.AP1 Section 1 -07, Legal Relations and Responsibilities to the Public April 4, 2016 1 -07.1 Laws to be Observed In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting Agency ". 1- 07.2(2) State Sales Tax: WAC 458 -20 -170 — Retail Sales Tax The last three sentences of the first paragraph are deleted and replaced with the following new sentence: The Contractor (Prime or Subcontractor) shall include sales or use tax on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit bid prices. 1- 07.9(2) Posting Notices Items 1 and 2 are revised to read: EEOC - P /E -1 (revised 11/09, supplemented 09/15) — Equal Employment Opportunity IS THE LAW published by US Department of Labor. Post for projects with federal -aid funding. 2. FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding. Items 5, 6 and 7 are revised to read: 5. WHD 1420 (revised 02/13) — 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 01/16) — Employee Polygraph Protection Act published by US Department of Labor. Post on all projects. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 7. F416- 081 -909 (revised 09/15) — Job Safety and Health Law published by 2 Washington State Department of Labor and Industries. Post on all projects. 3 4 Items 9 and 10 are revised to read: 5 6 9. F700- 074 -909 (revised 06/13) — Your Rights as a Worker in Washington State 7 by Washington State Department of Labor and Industries (L &I). Post on all projects. 8 9 10. EMS 9874 (revised 10/15) — Unemployment Benefits published by Washington 10 State Employment Security Department. Post on all projects. 11 12 1- 08.AP1 13 Section 1 -08, Prosecution and Progress 14 January 4, 2016 15 1- 08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage 16 Withheld 17 In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency ". 18 19 1- 09.AP1 20 Section 1 -09, Measurement and Payment 21 April 4, 2016 22 1 -09.6 Force Account 23 The second sentence of item number 4 is revised to read: 24 25 A "specialized service" is a work operation that is not typically done by worker 26 classifications as defined by the Washington State Department of Labor and Industries 27 and by the Davis Bacon Act, and therefore bills by invoice for work in road, bridge and 28 municipal construction. 29 30 5- 02.AP5 31 Section 5 -02, Bituminous Surface Treatment 32 April 4, 2016 33 5- 02.3(2) Preparation of Roadway Surface 34 This section is supplemented with the following new subsection: 35 36 5- 02.3(2)E Crack Sealing 37 Where shown in the Plans, seal cracks and joints in the pavement in accordance with 38 Section 5- 04.3(4)A1 and the following: 39 40 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 41 42 2. Cracks greater than 1 inch in width — fill with sand slurry. 43 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 VA 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5- 04.AP5 Section 5 -04, Hot Mix Asphalt April 4, 2016 This section (and all subsections) is revised to read: This Section 5 -04 is written in a style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. 5 -04.1 Description This Work consists of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base, in accordance with these Specifications and the lines, grades, thicknesses, and typical cross - sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. HMA shall be composed of asphalt binder and mineral materials as required, and may include reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5 -04.2 Materials Provide materials as specified in these sections: Asphalt Binder 9- 02.1(4) Cationic Emulsified Asphalt 9- 02.1(6) Anti - Stripping Additive 9 -02.4 Warm Mix Asphalt Additive 9 -02.5 Aggregates 9 -03.8 Reclaimed Asphalt Pavement (RAP) 9- 03.8(3)B Reclaimed Asphalt Shingles (RAS) 9- 03.8(3)B Mineral Filler 9- 03.8(5) Recycled Material 9 -03.21 Hot Poured Sealant 9- 04.2(1)A Sand Slurry 9- 04.2(1)B 5- 04.2(1) How to Get an HMA Mix Design on the QPL Comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9- 03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350 -042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. See Section 5- 04.2(1)A to determine when to include samples of RAP or RAS. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Identify the brand, type, and percentage of anti - stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti - stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5- 04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis Basis for Contracting Contracting Agency for Acceptance of Agency Approval of Materials Testing for HMA Mixture (see Mix Design for Evaluation of the Mix Section 5-04.3(9)) Placement on QPL Design The Contracting Agency Statistical Evaluation, WSDOT Standard will test the mix design or Nonstatistical Practice QC -8 materials for compliance Evaluation with Sections 9- 03.8(2) and 9-03.8(6). The Contracting Agency Review of Form 350 -042 may elect to test the mix for compliance with design materials, or Visual Evaluation Sections 9- 03.8(2) and evaluate in accordance 9- 03.8(6) with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than one month prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5- 04.2(1)A Mix Designs Containing RAP and /or RAS Mix designs are classified by the RAP and /or RAS content as shown in Table 2. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Table 2 Mix Design Classification Based on RAP /RAS Content RAP /RAS Classification RAP /RAS Content' Low RAP /No RAS 0%:5 RAP% <_ 20% and RAS% _ 0% High RAP /Any RAS 20% < RAP% <_ Maximum Allowable RAP2 and /or 0% < RAS% <- Maximum Allowable RAS2 'Percentages in this table are by total weight of HMA 2See Table 4 to determine the limits on the maximum amount RAP and /or RAS. 5- 04.2(1)A1 Low RAP /No RAS - Mix Design Submittals for Placement on QPL For Low RAP /No RAS mix designs, comply with the following additional requirements: Develop the mix design without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. 3. Do not submit samples of RAP with these mix designs. 4. Testing RAP or RAS stockpiles is not required for obtaining approval for placing these mix designs on the QPL. 5- 04.2(1)A2 High RAP /Any RAS - Mix Design Submittals for Placement on QPL For High RAP /Any RAS mix designs, comply with the following additional requirements: For mix designs with any RAS, test the RAS stockpile (and RAP stockpile if any RAP is in the mix design) in accordance with Table 3. 2. For High RAP mix designs with no RAS, test the RAP stockpile in accordance with Table 3. 3. For mix designs with High RAP /Any RAS, construct a single stockpile for RAP and a single stockpile for RAS and isolate (sequester) these stockpiles from further stockpiling before beginning development of the mix design. Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350- 042 as part of the mix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 in accordance with AASHTO PP 78. Do not add to these stockpiles after starting the mix design process. Table 3 Test Frequency of RAP /RAS During RAP /RAS Stockpile Construction For Approving a High RAP /Any RAS Mix Desi n for Placement on the QPL Test Frequency' Test for Test Method • 1 /1000 tons of 20 %2 RAP (minimum Asphalt Binder FOP for AASHTO T of 10 per mix Content and Sieve 308 design) and Analysis of Fine and • 1/100 tons of and Coarse FOP for WAQTC T RAS (minimum Aggregate 27/T 11 of 10 per mix design) "tons ", in this table, refers to tons of the reclaimed material before being incorporated into HMA. 4. Limit the amount of RAP and /or RAS used in a High RAP /Any RAS mix design by the amount of binder contributed by the RAP and /or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and /or RAS in HMA Mixture Maximum Amount of Binder Contributed from: RAP RAS 40%1 minus contribution of binder from RAS 20 %2 ' Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture. 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6. Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and /or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade trichloroethylene. b. Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 c. Test the recovered asphalt residue in accordance with AASHTO R 29 to determine the asphalt binder grade in accordance with Section 9- 02.1(4). d. After determining the recovered asphalt binder grade, determine the percent of recycling agent and /or grade of new asphalt binder in accordance with ASTM D 4887. e. Test the final blend of recycling agent, binder recovered from the RAP and RAS, and new asphalt binder in accordance with AASHTO R 29. The final blended binder shall meet but not exceed the performance grade of asphalt binder required by the Contract and comply with the requirements of Section 9- 02.1(4). 7. Include the following test data with the mix design submittal: a. All test data from RAP and RAS stockpile construction. b. All data from testing the recovered and blended asphalt binder. 8. Include representative samples of the following with the mix design submittal: a. RAP and RAS. b. 100 grams of recovered asphalt residue from the RAP and RAS that are to be used in the HMA production. 5- 04.2(1)B Commercial HMA- Mix Design Submittal for Placement on QPL For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5- 04.2(1) identify the following in the submittal: 1. Commercial HMA 2. Class of HMA 3. Performance grade of binder 4. Equivalent Single Axle Load (ESAL) The Contracting Agency may elect to approve Commercial HMA mix designs without evaluation. 5- 04.2(1)C Mix Design Resubmittal for QPL Approval Develop a new mix design and resubmit for approval on the QPL when any of the following changes occur. When these occur, discontinue using the mix design until after it is reapproved on the QPL. 1. Change in the source of crude petroleum used in the asphalt binder. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 2. Changes in the asphalt binder refining process. 3. Changes in additives or modifiers in the asphalt binder. 4. Changes in the anti -strip additive, brand, type or quantity. 5. Changes to the source of material for aggregate. 6. Changes to the job mix formula that exceed the amounts as described in item 2 of Section 9- 03.8(7), unless otherwise approved by the Engineer. 7. Changes in the percentage of material from a stockpile, when such changes exceed 5% of the total aggregate weight. a. Changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight (not including the weight of RAP) for Low RAP /No RAS mix designs. b. For High RAP /Any RAS mix designs, changes in the percentage of material from a stockpile will be based on total aggregate weight including the weight of RAP (and /or RAS when included in the mixture). Prior to making any change in the amount of RAS in an approved mix design, notify the Engineer for determination of whether a new mix design is required, and obtain the Engineer's approval prior to implementing such changes. 5- 04.2(2) Mix Design — Obtaining Project Approval Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT Form 350 -041 to the Engineer to request approval to use a mix design from the QPL. Changes to the job mix formula (JMF) that have been approved on other contracts may be included. The Engineer may reject a request to use a mix design if production of HMA using that mix design on any contract is not in compliance with Section 5- 04.3(11)D, E, F, and G for mixture or compaction. 5- 04.2(2)A Changes to the Job Mix Formula The approved mix design obtained from the QPL will be considered the starting job mix formula (JMF) and shall be used as the initial basis for acceptance of HMA mixture, as detailed in Section 5- 04.3(9). During production the Contractor may request to adjust the JMF. Any adjustments to the JMF will require approval of the Engineer and shall be made in accordance with item 2 of Section 9- 03.8(7). After approval by the Engineer, such adjusted JMF's shall constitute the basis for acceptance of the HMA mixture. 5- 04.2(2)B Using Warm Mix Asphalt Processes The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt (WMA) processes for producing HMA. WMA processes include AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 organic additives, chemical additives, and foaming. The use of WMA is subject to the following: Do not use WMA processes in the production of High RAP /Any RAS mixtures. Before using WMA processes, obtain the Engineer's approval using WSDOT Form 350 -076 to describe the proposed WMA process. 5 -04.3 Construction Requirements 5- 04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1 St through March 31St of the following year, without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness Feet Wearing Course Other Courses Less than 0.10 55 °F 45 °F 0.10 to 0.20 45 °F 35 °F More than 0.20 35 °F 35 °F 5- 04.3(2) Paving Under Traffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. During paving operations, maintain temporary pavement markings throughout the project. Install temporary pavement markings on the Roadway prior to opening to traffic. Temporary pavement markings shall comply with Section 8 -23. 5- 04.3(3) Equipment 5- 04.3(3)A Mixing Plant Equip mixing plants as follows. Use tanks for storage and preparation of asphalt binder which: Heat the contents by means that do not allow flame to contact the contents or the tank, such as by steam or electricity. Heat and hold contents at the required temperatures. Continuously circulate contents to provide uniform temperature and consistency during the operating period. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Provide an asphalt binder sampling valve, in either the storage tank or the supply line to the mixer. 2. Provide thermometric equipment: In the asphalt binder feed line near the charging valve at the mixer unit, capable of detecting temperature ranges expected in the HMA and in a location convenient and safe for access by Inspectors. At the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates, and situated in full view of the plant operator. 3. When heating asphalt binder: Do not exceed the maximum temperature of the asphalt binder recommended by the asphalt binder supplier. Avoid local variations in heating. Provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25 °F. 4. Provide a mechanical sampler for sampling mineral materials that: Meets the crushing or screening requirements of Section 1 -05.6. 5. Provide HMA sampling equipment that complies with WSDOT SOP T -168. Use a mechanical sampling device installed between the discharge of the silo and the truck transport, approved by the Engineer, or Platforms or devices to enable sampling from the truck transport without entering the truck transport for sampling HMA. 6. Provide for setup and operation of the Contracting Agency's field testing: As required in Section 3- 01.2(2). 7. Provide screens or a lump breaker: When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5- 04.3(3)B Hauling Equipment Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of canvas or other suitable material of sufficient size to protect the HMA from adverse weather. Securely attach the cover to protect the HMA whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45 °F. Prevent HMA from adhering to the hauling equipment. Spray metal beds with an environmentally benign release agent. Drain excess release agent prior to filling hauling equipment with HMA. Do not use petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA. For hopper trucks, operate the conveyer during the process of applying the release agent. 5- 04.3(3)C Pavers Use self- contained, power - propelled pavers provided with an internally heated vibratory screed that is capable of spreading and finishing courses of HMA in lane widths required by the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and any equipment that has been retrofitted to the paver. Operate the screed in accordance with the manufacturer's recommendations and in a manner to produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Provide a copy of the manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed. Equip the paver with automatic screed controls and sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. Construct the sensor so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the screed is permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelizations. When specified in the Contract, provide reference lines for vertical control. Place reference lines on both outer edges of the Traveled Way of each AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Roadway. Horizontal control utilizing the reference line is permitted. Automatically control the grade and slope of intermediate lanes by means of reference lines or a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross - section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. Furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1 -08.6. 5- O4.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD /V is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes, or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's request the Engineer may approve paving without an MTD /V; the Engineer will determine if an equitable adjustment in cost or time is due. If a windrow elevator is used, the Engineer may limit the length of the windrow in urban areas or through intersections. To be approved for use, an MTV: Shall be a self - propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: Shall be positively connected to the paver. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5- 04.3(3)E Rollers Operate rollers in accordance with the manufacturer's recommendations. When requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's recommendation for the use of any roller planned for use on the project. Do not use rollers that crush aggregate, produce pickup or washboard, unevenly compact the surface, displace the mix, or produce other undesirable results. 5- 04.3(4) Preparation of Existing Paved Surfaces Before constructing HMA on an existing paved surface, the entire surface of the pavement shall be clean. Entirely remove all fatty asphalt patches, grease drippings, and other deleterious substances from the existing pavement to the satisfaction of the Engineer. Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to clean equipment spilled on the pavement before paving proceeds. Fill all holes and small depressions with an appropriate class of HMA. Level and thoroughly compact the surface of the patched area. Apply a uniform coat of asphalt (tack coat) to all paved surfaces on which any course of HMA is to be placed or abutted. Apply tack coat to cover the cleaned existing pavement with a thin film of residual asphalt free of streaks and bare spots. Apply a heavy application of tack coat to all joints. For Roadways open to traffic, limit the application of tack coat to surfaces that will be paved during the same working shift. Equip the spreading equipment with a thermometer to indicate the temperature of the tack coat material. Do not operate equipment on tacked surfaces until the tack has broken and cured. Repair tack coat damaged by the Contractor's operation, prior to placement of the HMA. Unless otherwise approved by the Engineer, use CSS -1, CSS -1 h, or Performance Graded (PG) asphalt for tack coat. The CSS -1 and CSS -1 h emulsified asphalt may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. Do not allow the tack coat material to exceed the maximum temperature recommended by the asphalt supplier. When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be placed by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5- O4.3(4)A Crack Sealing 5- 04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS -1 emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5- O4.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5- O4.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5- 04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide. Comply with Section 8- O2.3(3)B. Complete paving within 48 hours of applying the herbicide. Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before use, obtain the Engineer's approval of the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 herbicide and the proposed rate of application. Include the following 2 information in the request for approval of the material: 3 4 1. Brand Name of the Material, 5 6 2. Manufacturer, 7 8 3. Environmental Protection Agency (EPA) Registration Number, 9 10 4. Material Safety Data Sheet, and 11 12 5. Proposed Rate of Application. 13 14 5- O4.3(4)C Pavement Repair 15 Excavate pavement repair areas and backfill these with HMA in accordance 16 with the details shown in the Plans and as staked. Conduct the excavation 17 operations in a manner that will protect the pavement that is to remain. Repair 18 pavement not designated to be removed that is damaged as a result of the 19 Contractor's operations to the satisfaction of the Engineer at no cost to the 20 Contracting Agency. Excavate only within one lane at a time unless approved 21 otherwise by the Engineer. Do not excavate more area than can be completely 22 backfilled and compacted during the same shift. 23 24 Unless otherwise shown in the Plans or determined by the Engineer, excavate 25 to a depth of 1.0 feet. The Engineer will make the final determination of the 26 excavation depth required. 27 28 The minimum width of any pavement repair area shall be 40 inches unless 29 shown otherwise in the Plans. Before any excavation, sawcut the perimeter of 30 the pavement area to be removed unless the pavement in the pavement repair 31 area is to be removed by a pavement grinder. 32 33 Excavated materials shall be the property of the Contractor and shall be 34 disposed of in a Contractor - provided site off the Right of Way or used in 35 accordance with Sections 2- 02.3(3) or 9- 03.21. 36 37 Apply a heavy application of tack coat to all surfaces of existing pavement in 38 the pavement repair area, in accordance with Section 5- 04.3(4). 39 40 Place the HMA backfill in lifts not to exceed 0.35 -foot compacted depth. 41 Thoroughly compact each lift by a mechanical tamper or a roller. 42 43 5- 04.3(5) Producing /Stockpiling Aggregates, RAP, & RAS 44 Produce aggregate in compliance with Section 3 -01. Comply with Section 3 -02 45 for preparing stockpile sites, stockpiling, and removing from stockpile each of 46 the following: aggregates, RAP, and RAS. Provide sufficient storage space for 47 each size of aggregate, RAP and RAS. Fine aggregate or RAP may be 48 uniformly blended with the RAS as a method of preventing the agglomeration 49 of RAS particles. Remove the aggregates, RAP and RAS from stockpile(s) in a 50 manner that ensures minimal segregation when being moved to the HMA plant 51 for processing into the final mixture. Keep different aggregate sizes separated 52 until they have been delivered to the HMA plant. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5- O4.3(5)A Stockpiling RAP or RAS for High RAP /Any RAS Mixes Do not place any RAP or RAS into a stockpile which has been sequestered for a High RAP /Any RAS mix design. Do not incorporate any RAP or RAS into a High RAP /Any RAS mixture from any source other than the stockpile which was sequestered for approval of that particular High RAP /Any RAS mix design. RAP that is used in a Low RAP /No RAS mix is not required to come from a sequestered stockpile. 5- 04.3(6) Mixing The asphalt supplier shall introduce anti - stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. Anti -strip is not required for temporary work that will be removed prior to Physical Completion. Use asphalt binder of the grade, and from the supplier, in the approved mix design. Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and other foreign material. Discontinue use of the reclaimed material if the Engineer, in their sole discretion, determines the wire, nails, or other foreign material to be excessive. Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, RAS, new asphalt binder and recycling agent have been introduced into the mixer, mix the HMA until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, RAP and RAS is ensured. Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the approved Mix Design Report by more than 25 °F, or as approved by the Engineer. When a WMA additive is included in the manufacture of HMA, do not heat the WMA additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, reduce the moisture content. During the daily operation, HMA may be temporarily held in approved storage facilities. Do not incorporate HMA into the Work that has been held for more AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 than 24 hours after mixing. Provide an easily readable, low bin -level indicator on the storage facility that indicates the amount of material in storage. Waste the HMA in storage when the top level of HMA drops below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Dispose of rejected or waste HMA at no expense to the Contracting Agency. 5- 04.3(7) Spreading and Finishing Do not exceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer: Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0.35 feet 0.35 feet 3/4 and '/2 inch 0.30 feet 0.35 feet 3/8 inch 0.15 feet 0.15 feet Use HMA pavers complying with Section 5- 04.3(3) to distribute the mix. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, place the material produced for each JMF with separate spreading and compacting equipment. Do not intermingle HMA produced from more than one JMF. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5- 04.3(8) Aggregate Acceptance Prior to Incorporation in HMA Sample aggregate for meeting the requirements of Section 3 -04 prior to being incorporated into HMA. (The acceptance data generated for the Section 3 -04 acceptance analysis will not be commingled with the acceptance data generated for the Section 5- 04.3(9) acceptance analysis.) Aggregate acceptance samples shall be taken as described in Section 3 -04. Aggregate acceptance testing will be performed by the Contracting Agency. Aggregate contributed from RAP and /or RAS will not be evaluated under Section 3 -04. For aggregate that will be used in HMA mixture which will be accepted by either Statistical or Nonstatistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2. Testing for the materials properties of fracture, uncompacted void content, and sand equivalent; 3. Evaluation by the Contracting Agency in accordance with Section 3- 04, including price adjustments as described therein. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5- 04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of three methods as determined from the criteria in Table 7. Table 7 Basis of Acceptance for HMA Mixture Visual Evaluation Nonstatistical Statistical Evaluation Evaluation • Commercial HMA All HMA All HMA placed at any mixture of mixture other location the same than that • Any HMA placed in: class and accepted by o sidewalks PG binder Visual or o road approaches grade with a Nonstatistical Criteria o ditches Proposal Evaluation for o slopes quantity Selecting o paths less than the o trails 4,000 tons. Evaluation o gores (Exclude Method o prelevel the tonnage o temporary of HMA pavement' mixture o pavement repair accepted by • Other nonstructural Visual applications of HMA Evaluation.) as approved by the Engineer 'Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5- 04.3(9)A Mixture Acceptance — Test Section This Section applies to HMA mixture accepted by Statistical Evaluation and mixture accepted by Nonstatistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine, at the beginning of paving, whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Use Table 8 to determine when a test section is required, optional, or not allowed, and to determine when test sections may end for an individual mix design. Each mix design will be evaluated independently for the test section requirements. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as approved by the Engineer. Each test section shall be constructed in one continuous operation. Each test section shall be considered a lot. The mixture in each AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 test section will be evaluated based on the criteria in Table 9 to determine 2 if test sections for that mix design may stop. 3 4 If more than one test section is required, each test section shall be 5 separately by the criteria in table 8 and 9. 6 7 Table 8 Criteria for Conducting and Evaluating HMA Mix Texture Sections (For HMA Mixture Accepted by Statistical or Nonstatistical Evaluation) Evaluation) High RAP /Any RAS Low RAP /No RAS Is Mixture Test Section Mandatory ' At Contractor's Optional or Mandatory? Low RAP /No RAS Option3 Waiting period after paving 4 calendar days2 4 calendar days2 the test section. None in Section 5- Meet "Results Provide samples 04.3(9)B4 2 Required to Stop and respond to What Must Happen to Stop Performing Test WSDOT test Performing Test Sections? Sections" in Table 9 results required by in Section 5- for High RAP /Any Table 9 for Low 04.3(9)B4 2 RAS. RAP /No RAS. 'If a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the same plant, using the same JMF) the test section may be waived if approved by the Engineer. 2This is to provide time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results. Paving may resume when this is done. 3For HMA with Low RAP /No RAS, which is accepted by Nonstatistical Evaluation, a test section is not allowed. Table 9 Results Required to Stop Performing HMA Mixture Test Sections, (For HMA Mixture Accepted by Statistical or Nonstatistical Evaluation) Test Property Type of HMA High RAP/Any RAS Low RAP /No RAS Minimum PF; of 0.95 Gradation based on the criteria None in Section 5- 04.3(9)B4 2 Minimum PF; of 0.95 Asphalt Binder based on the criteria None in Section 5- 04.3(9)B4 2 Minimum PFi of 0.95 Va based on the criteria None in Section 5- 04.3(9)B4 2 Hamburg Wheel Track Meet requirements of These tests will not Indirect Tensile Strength Section 9- 03.8(2).3 be done as part of AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation or Non - statistical Evaluation (see Table 7). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for all of the properties in the first column. 3Take one sample for each test section lot. Test the sample for all of the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for all of the properties in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5- 04.3(11)F before resuming paving. 5- 04.3(9)B Mixture Acceptance — Statistical Evaluation 5- 04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub - dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. A mixture lot for a test section, which will consist of the three sublots and corresponding test results used in evaluating the test section for gradation, asphalt binder, and Va. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. Should a lot accepted by statistical evaluation contain fewer than three sublots, the HMA will be accepted in accordance with nonstatistical evaluation. Table 10 Maximum HMA Mixture Sublot Size For HMA Accepted by Statistical Evaluation Test Section. Sand Equivalent Meet requirements of 3 Uncompacted Void Content Section 9- 03.8(2).3 None Fracture 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation or Non - statistical Evaluation (see Table 7). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for all of the properties in the first column. 3Take one sample for each test section lot. Test the sample for all of the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for all of the properties in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5- 04.3(11)F before resuming paving. 5- 04.3(9)B Mixture Acceptance — Statistical Evaluation 5- 04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub - dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. A mixture lot for a test section, which will consist of the three sublots and corresponding test results used in evaluating the test section for gradation, asphalt binder, and Va. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. Should a lot accepted by statistical evaluation contain fewer than three sublots, the HMA will be accepted in accordance with nonstatistical evaluation. Table 10 Maximum HMA Mixture Sublot Size For HMA Accepted by Statistical Evaluation HMA Original Plan Quantity ' Maximum Sublot Size (tons) 2 tons < 20,000 1,000 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 20,000 to 30,000 1,500 >30,000 2,000 1 f Idl l L.IUdI ILILY I I IUCU IJ LI IC PIC31I gU01 ILILy U! dll "IVI/A U1 LI IC same class and binder grade which is accepted by Statistical Evaluation. 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. For a mixture lot in progress with a mixture CPF less than 0.75, a new mixture lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. If, before completing a mixture lot, the Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JMF, and the mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5- 04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1- 06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5- 04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing Comply with Section 1- 06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot Test Procedure Performed by Va WSDOT SOP Engineer 731 Asphalt Binder Content FOP for Engineer AASHTO T 308 Gradation: Percent Passing FOP for Engineer 1'/2 ", 1 ", 3/4 , '/2 ", % ", No. 4, WAQTC No. 8, No. 200 T 27/T 11 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5- O4.3(9)A) shall also be used as the test results for acceptance of the mixture described in 5- O4.3(9)B3, 5- O4.3(9)B4, 5- O4.3(9)B5, and 5- O4.3(9)B6. 5- O4.3(9)B4 Mixture Statistical Evaluation — Pay Factors Comply with Section 1- 06.2(2). The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1- O6.2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9- 03.8(7). If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5- O4.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section 1- 06.2(2). In accordance with Section 1- O6.2(2)D4, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5- O4.3(9)B4, using the price adjustment factors in Table 12. Unless otherwise specified, the maximum CPF for HMA mixture shall be 1.05. Table 12 HMA Mixture Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1'/2 ", 1 ", 3/4 ", '/2 ", %" and NoA sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passin No. 200 sieve 20 Asphalt binder 40 Air Voids Va 20 5- O4.3(9)B6 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0.60 x (CPF — 1.00)] x Q x UP Where JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 CPF = Composite Pay factor for a given lot of mixture (maximum is 1.05) Q = Quantity in a given lot of mixture (tons) UP = Unit price of the HMA in a given lot of mixture ($ /ton) 5- 04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested. To request a retest, submit a written request to the Contracting Agency within 7 calendar days after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Engineer. The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 5- 04.3(9)C Mixture Acceptance — Nonstatistical Evaluation 5- 04.3(9)C1 Mixture Nonstatistical Evaluation — Lots, Sublots, Sampling, Test Section, Testing, Retests For HMA mixture accepted by Nonstatistical Evaluation, comply with the requirements in Table 13: Table 13 5- 04.3(9)C2 Mixture Nonstatistical Evaluation -Acceptance Each mixture lot of HMA produced under Nonstatistical Evaluation, for which all sublot acceptance test results (required by Table 13) fall within the Job Mix Formula Tolerances for Nonstatistical Evaluation in Section 9- 03.8(7), will be accepted at the unit Contract price with no further evaluation. 5- 04.3(9)C3 Mixture Nonstatistical Evaluation — Out of Tolerance Procedures Each mixture lot of HMA produced under Nonstatistical Evaluation, for which any sublot acceptance test result (required by Table 13) AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 Nonstatistical Evaluation Lots, Sublots, Sampling, Test Section, Testing, Retests Comply with the Comply with the Specifications Below Requirements of the Section for: Test Section Section 5- 04.3(9)A Nonstatistical Evaluation Lots and Sublots Section 5 -04.3 9 B1 Statistical Evaluation Sampling Section 5-04.3(9)B2 Statistical Evaluation Acce tance Tests Section 5-04.3(9)B3 Statistical Evaluation Retests Section 5-04.3(9)B7 Statistical Evaluation 5- 04.3(9)C2 Mixture Nonstatistical Evaluation -Acceptance Each mixture lot of HMA produced under Nonstatistical Evaluation, for which all sublot acceptance test results (required by Table 13) fall within the Job Mix Formula Tolerances for Nonstatistical Evaluation in Section 9- 03.8(7), will be accepted at the unit Contract price with no further evaluation. 5- 04.3(9)C3 Mixture Nonstatistical Evaluation — Out of Tolerance Procedures Each mixture lot of HMA produced under Nonstatistical Evaluation, for which any sublot acceptance test result (required by Table 13) AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 falls outside of the Job Mix Formula Tolerances for Nonstatistical Evaluation in Section 9- 03.8(7), shall be evaluated in accordance with Section 1 -06.2 and Table 14 to determine a Job Mix Compliance Price Adjustment. Table 14 Nonstatistical Evaluation — Out of Tolerance Procedures Comply with the Following' Pay Factors2 Section 5- 04.3(9)B4 Composite Pay Factors3 Section 5-04.3(9)B5 Price Adjustments Section 5- 04.3(9)B6 'When less than three mixture sublots exist, backup samples of the existing mixture sublots shall be tested to provide a minimum of three sets of results for evaluation. If enough backup samples are not available, the Contracting Agency will select core sample locations from the Roadway in accordance with WSDOT Test Method T 716, take cores from the roadway in accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT SOP 737. 2The Nonstatistical Evaluation tolerance limits in Section 9- 03.8(7) will be used in the calculation of the PF;. 3The maximum CPF shall be 1.00. 5- 04.3(9)D Mixture Acceptance — Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture. 5- 04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5- 04.3(9)B3. If all constituents from that test fall within the Job Mix Formula Tolerances (for Visual Evaluation) in Section 9- 03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5- 04.3(9)63, and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 15. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 Table 15 2 3 4 5 6 7 8 9 10 11 12 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors Section 5-04.3(9)B4 Composite Pay Factors2 Section 5-04.3(9)B5 Price Adjustments Section 5-04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9- 03.8(7) will be used in the calculation of the PF;. 2The maximum CPF shall be 1.00. 5- 04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website. The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials (SAM) within 24 hours of the sample being made available to the Contracting Agency. However, the Contractor agrees: 14 1. Quality control, defined as the system used by the Contractor to 15 monitor, assess, and adjust its production processes to ensure 16 that the final HMA mixture will meet the specified level of quality, 17 is the sole responsibility of the Contractor. 18 is Required For: 19 2. The Contractor has no right to rely on any testing performed by 20 the Contracting Agency, nor does the Contractor have any right 21 to rely on timely notification by the Contracting Agency of the 22 Contracting Agency's test results (or statistical analysis thereof), 23 for any part of quality control and /or for making changes or 24 correction to any aspect of the HMA mixture. 25 26 27 28 29 30 31 32 33 34 35 36 3. The Contractor shall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analysis. 5- 04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5- 04.3(10)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 16: Table 16 Criteria for Determining Method of Evaluation for HMA Compaction' Statistical Evaluation Visual Evaluation of Test Point Evaluation of HMA Compaction is HMA Compaction is of HMA Compaction Required For: Required For: is Required For: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 • Any HMA for which • "HMA for Any HMA not the specified course Preleveling..." meeting the criteria thickness is greater • "HMA for Pavement for Statistical than 0.10 feet, and Repair..." Evaluation or the HMA is in: Visual Evaluation o traffic lanes, including but not limited to: • ramp lanes • truck climbing lanes • weaving lanes • speed change lanes 'This table applies to all HMA, and shall be the sole basis for determining the acceptance method for compaction. The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance with the Cyclic Density requirements of Section 5- 04.3(10)13. 5- 04.3(10)A HMA Compaction — General Compaction Requirements Immediately after the HMA has been spread and struck off, and after surface irregularities have been adjusted, thoroughly and uniformly compact the mix. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, and irregularities and shall conform to the line, grade, and cross - section shown in the Plans. If necessary, alter the JMF in accordance with Section 9- 03.8(7) to achieve desired results. Compact the mix when it is in the proper condition so that no undue displacement, cracking, or shoving occurs. Compact areas inaccessible to large compaction equipment by mechanical or hand tampers. Remove HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective. Replace the removed material with new HMA, and compact it immediately to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1St of any year through March 31St of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling. Unless otherwise approved by the Engineer, operate rollers in the static mode when the internal temperature of the mix is less than 175 °F. Regardless of mix temperature, do not operate a roller in a mode that results in checking or cracking of the mat. On bridge decks and on the five feet of roadway approach immediately adjacent to the end of bridge /back of pavement seat, operate rollers in static mode only. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5- 04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5- 04.3(10)C HMA Compaction Acceptance — Statistical Evaluation HMA compaction which is accepted by Statistical Evaluation will be based on acceptance testing performed by the Contracting Agency, and statistical analysis of those acceptance tests results. This will result in a Compaction Price Adjustment. 5- 04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots HMA compaction which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing the project into compaction lots, and each compaction lot will be evaluated using stratified random sampling by the Contracting Agency sub - dividing each compaction lot into compaction sublots. All mixture in any individual compaction lot shall be of the same mix design. The compaction sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each compaction lot comprises a maximum of 15 compaction sublots, except for the final compaction lot of each mix design on the Contract, which comprises a maximum of 25 sublots. Each compaction sublot shall be uniform in size as shown in Table 17, except that the last compaction sublot of each day may be increased to a maximum of two times the compaction sublot quantity calculated. Minor variations in the size of any sublot shall not be cause to invalidate the associated test result. Table 17 HMA Compaction Sublot Size HMA Original Plan Quantity (tons)' Compaction Sublot Size tons <20,000 100 20,000 to 30,000 150 >30,000 200 In determining the plan quantity tonnage, do not include any tons accepted by test point evaluation. The following will cause one compaction lot to end prematurely and a new compaction lot to begin: For a compaction lot in progress with a compaction CPF less than 0.75, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. 5- 04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing Comply with Section 1- 06.2(1). The location of HMA compaction acceptance tests will be randomly selected by the Contracting Agency from within each sublot, with one test per sublot. The Contracting Agency will determine the random sample location using WSDOT Test Method T 716. Use Table 18 to determine compaction acceptance test procedures and to allocate compaction acceptance sampling and testing responsibilities between the Contractor and the Contracting Agency. Roadway cores shall be taken or nuclear density testing shall occur after completion of the finish rolling, prior to opening to traffic, and on the same day that the mix is placed. Table 18 HMA Compaction Acceptance Testing Procedures and Responsibilities Basis for Test In -Place Density Determined by: Theoretical Maximum Density Determined t Rolling Average of Theoretical Maximum Densities Determined lz Percent When Contract Includes Bid Item "Roadway Cores" Roadway Cores Contractor shall take cores' using WSDOT SOP 7342 Contracting Agency will determine core density using FOP for AASHTO T 166 When Contract Does Not Include Bid Item "Roadway Cores" Roadway Cores3 Contracting Agency will take cores' using WSDOT SOP 734 Contracting Agency will determine core density using FOP for AASHTO T 166 Nuclear Density Gauge' Contracting Agency, using FOP for WAQTC TM 8 Contracting Agency, using FOP for AASHTO T 209 Contracting Agency, using WSDOT SOP 729 Contracting I Contractin AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 Contractin 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Compaction in Agency, using Agency, using Agency, using Each Sublot WSDOT SOP WSDOT SOP FOP for Determined by: 736 736 WAQTC TM 8 The core diameter shall be 4- inches unless otherwise approved by the Engineer. 2The Contractor shall take the core samples in the presence of the Engineer, at locations designated by the Engineer, and deliver the core samples to the Contracting Agency. 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in- place density. Exclusive reliance on cores for density acceptance is generally intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects. When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores. When cores are required for the correlation, coring and testing will be by the Contracting Agency. When a core is taken for gauge correlation at the location of a sublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5- 04.3(10)C3 HMA Statistical Compaction — Price Adjustments For each HMA compaction lot (that is accepted by Statistical Evaluation) which has less than three compaction sublots, for which all compaction sublots attain a minimum of 91 percent compaction determined in accordance with FOP for WAQTC TM 8 (or WSDOT SOP 736 when provided by the Contract), the HMA will be accepted at the unit Contract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1- 06.2(2) to determine the appropriate Compaction Price Adjustment (CPA). All of the test results obtained from the acceptance samples from a given compaction lot shall be evaluated collectively. Additional testing by either a nuclear density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For the statistical analysis in Section 1 -06.2, use the following values: X = Percent compaction of each sublot USL = 100 LSL= 91 Each CPA will be determined as follows: CPA = [0.40 x (CPF — 1.00)] x Q x UP Where AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 CPA = Compaction Price Adjustment for the compaction lot CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP = Unit price of the HMA in the compaction lot ($ /ton) 5- O4.3(1O)C4 HMA Statistical Compaction — Requests for Retesting For a compaction sublot that has been tested with a nuclear density gauge that did not meet the minimum of 91 percent of the theoretical maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core, taken at the same location as the nuclear density test, be used for determination of the relative density of the compaction sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the compaction sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the compaction sublot have been provided or made available to the Contractor. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for retesting. When the CPF for the compaction lot based on the results of the cores is less than 1.00, the Contracting Agency will deduct the cost for the coring from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5- 04.3(1O)D HMA Compaction — Visual Evaluation Visual Evaluation will be the basis of acceptance for compaction of the Bid items "HMA for Pavement Repair Cl. PG "and "HMA for Prelevelling Class_ PG ". This HMA shall be thoroughly compacted to the satisfaction of the Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller. 5- 04.3(1O)E HMA Compaction — Test Point Evaluation When compaction acceptance is by Test Point Evaluation, compact HMA based on a test point evaluation of the compaction train. Perform the test point evaluation in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. 5- 04.3(1O)F HMA Compaction Acceptance — Notification of Acceptance Test Results The obligations and responsibilities for notifying the Contractor of compaction acceptance test results are the same as for mixture acceptance test results. See Section 5- O4.3(9)E. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5- 04.3(11) Reject Work This Section applies to HMA and all requirements related to HMA (except aggregates prior to being incorporated into HMA). For rejection of aggregate prior to its incorporation into HMA refer to Section 3 -04. 5- 04.3(11)A Reject Work —General Work that is defective or does not conform to Contract requirements shall be rejected. 5- 04.3(11)B Rejection by Contractor The Contractor may, prior to acceptance sampling and testing, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5- 04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests the rejected material to be tested. If the Contractor requests testing, acceptance will be by Statistical Evaluation, and a minimum of three samples will be obtained and tested. When uncompacted material is required for testing but not available, the Engineer will determine random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores in accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT SOP 737. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5- 04.3(11)D Rejection —A Partial Sublot (Mixture or Compaction) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a mixture or compaction sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. The Contracting Agency will obtain a minimum of three random samples of the suspect material and perform the testing. When uncompacted material is required for testing but is not available, the Engineer will select random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores samples in accordance with WSDOT SOP 734, and test the material in accordance AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 with WSDOT SOP 737. The material will then be statistically evaluated as an independent lot in accordance with Section 1- 06.2(2). 5- 04.3(11)E Rejection —An Entire Sublot (Mixture or Compaction) An entire mixture or compaction sublot that is suspected of being defective may be rejected. When this occurs, a minimum of two additional random samples from this sublot will be obtained. When uncompacted material is required for the additional samples but the material has been compacted, the Contracting Agency will take and test cores from the roadway as described in Section 5- 04.3(11)D. The additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1- 06.2(2). 5- 04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced when: the Composite Pay Factor (CPF) of a mixture or compaction lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. the Pay Factor (PF;) for any constituent of a mixture or compaction lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. either the PF; for any constituent (or the CPF) of a mixture or compaction lot in progress is less than 0.75. 5- 04.3(11)G Rejection —An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5- 04.3(12) Joints 5- 04.3(12)A Transverse Joints Conduct operations such that placement of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed, but the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course is discontinued for such a length of time that the HMA will cool below compaction temperature. When the Work is resumed, cut back the previously compacted HMA to produce a slightly beveled edge for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1 V where a transverse joint as a result of paving or planing is open to traffic. Separate the HMA in the temporary wedge from the permanent HMA upon which it is placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5- 04.3(12)B Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a lane line or an edge line of the Traveled Way. Construct a notched wedge joint along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size nor more than '/2 of the compacted lift thickness, and then taper down on a slope not steeper than 4H:1V. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if: The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. a. Two paving machines shall be used to construct the hot -lap joint. b. The pavement within 6 inches of the hot -lap joint will not be excluded from random location selection for compaction testing. c. Construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, construct longitudinal joints between the HMA and the cement concrete pavement. Saw the joint to the dimensions shown on Standard Plan A -40.10 and fill with joint sealant meeting the requirements of Section 9 -04.2. 5- 04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than '/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than '/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, correct the pavement surface by one of the following methods: Remove material from high places by grinding with an approved grinding machine, or AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 When portland cement concrete pavement is to be placed on HMA, the 2 2. Remove and replace the wearing course of HMA, or 3 above the Plan grade minus the specified Plan depth of portland cement 4 3. By other method approved by the Engineer. 5 bring any such irregularities to the required tolerance by grinding or other 6 Correct defects until there are no deviations anywhere greater than the 7 allowable tolerances. 8 When utility appurtenances such as manhole covers and valve boxes are 9 Deviations in excess of the above tolerances that result from a low place in the 10 HMA and deviations resulting from a high place where corrective action, in the 11 opinion of the Engineer, will not produce satisfactory results will be accepted 12 with a price adjustment. The Engineer shall deduct from monies due or that 13 may become due to the Contractor the sum of $500.00 for each and every 14 section of single traffic lane 100 feet in length in which any excessive 15 deviations described above are found. 16 operations. Pavement outside the limits shown in the Plans or designated by 17 When portland cement concrete pavement is to be placed on HMA, the 18 surface tolerance of the HMA shall be such that no surface elevation lies 19 above the Plan grade minus the specified Plan depth of portland cement 20 concrete pavement. Prior to placing the portland cement concrete pavement, 21 bring any such irregularities to the required tolerance by grinding or other 22 means approved by the Engineer. 23 24 When utility appurtenances such as manhole covers and valve boxes are 25 located in the Traveled Way, pave the Roadway before the utility 26 appurtenances are adjusted to the finished grade. 27 28 5- 04.3(14) Planing Bituminous Pavement 29 Plane in such a manner that the underlying pavement is not torn, broken, or 30 otherwise damaged by the planing operation. Delamination or raveling of the 31 underlying pavement will not be construed as damage due to the Contractor's 32 operations. Pavement outside the limits shown in the Plans or designated by 33 the Engineer that is damaged by the Contractor's operations shall be repaired 34 to the satisfaction of the Engineer at no additional cost to the Contracting 35 Agency. 36 37 For mainline planing operations, use equipment with automatic controls and 38 with sensors for either or both sides of the equipment. The controls shall be 39 capable of sensing the grade from an outside reference line, or a mat - 40 referencing device. The automatic controls shall have a transverse slope 41 controller capable of maintaining the mandrel at the desired transverse slope 42 (expressed as a percentage) within plus or minus 0.1 percent. 43 44 Remove all loose debris from the planed surface before opening the planed 45 surface to traffic. The planings and other debris resulting from the planing 46 operation shall become the property of the Contractor and be disposed of in 47 accordance with Section 2- O3.3(7)C, or as otherwise allowed by the Contract. 48 49 5- 04.3(15) Sealing Pavement Surfaces 50 Apply a fog seal where shown in the Plans. Construct the fog seal in 51 accordance with Section 5 -02.3. Unless otherwise approved by the Engineer, 52 apply the fog seal prior to opening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 5- 04.3(16) HMA Road Approaches 3 Construct HMA approaches at the locations shown in the Plans or where 4 staked by the Engineer, in accordance with Section 5 -04. 5 6 5 -04.4 Measurement 7 HMA Cl. PG , HMA for Cl. PG and Commercial HMA will 8 be measured by the ton in accordance with Section 1 -09.2, with no deduction being 9 made for the weight of asphalt binder, mineral filler, or any other component of the HMA. 10 If the Contractor elects to remove and replace HMA as allowed by Section 5- 04.3(11), 11 the material removed will not be measured. ivi 13 Roadway cores will be measured per each for the number of cores taken. 14 15 Crack Sealing -LF will be measured by the linear foot along the line of the crack. 16 17 Soil residual herbicide will be measured by the mile for the stated width to the nearest 18 0.01 mile or by the square yard, whichever is designated in the Proposal. 19 20 Pavement repair excavation will be measured by the square yard of surface marked 21 prior to excavation. 22 23 Asphalt for fog seal will be measured by the ton, as provided in Section 5 -02.4. 24 25 Longitudinal joint seals between the HMA and cement concrete pavement will be 26 measured by the linear foot along the line and slope of the completed joint seal. 27 28 Planing bituminous pavement will be measured by the square yard. 29 30 Temporary pavement marking will be measured by the linear foot as provided in Section 31 8 -23.4. 32 33 Water will be measured by the M gallon as provided in Section 2 -07.4. 34 35 5 -04.5 Payment 36 Payment will be made for each of the following Bid items that are included in the 37 Proposal: 38 39 "HMA Cl. PG ", per ton. 40 "HMA for Approach Cl. PG ", per ton. 41 "HMA for Preleveling Cl. PG ", per ton. 42 "HMA for Pavement Repair Cl. PG ", per ton. 43 "Commercial HMA ", per ton. 44 The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl. 45 PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. 46 PG ", and "Commercial HMA" shall be full compensation for all costs, 47 including anti - stripping additive, incurred to carry out the requirements of Section 5- 48 04 except for those costs included in other items which are included in this 49 Subsection and which are included in the Proposal. 50 51 "Crack Sealing -FA ", by force account. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 "Crack Sealing -FA" will be paid for by force account as specified in Section 1 -09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. "Crack Sealing -LF ", per linear foot. The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(4)A. "Soil Residual Herbicide ft. Wide ", per mile, or "Soil Residual Herbicide ", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5- 04.3(4)B. "Pavement Repair Excavation Incl. Haul ", per square yard. The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(4)C with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. PG ", per ton. "Asphalt for Fog Seal ", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5 -02.5. "Longitudinal Joint Seal ", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5- 04.3(12)B. "Planing Bituminous Pavement ", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(14). "Temporary Pavement Marking ", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8 -23.5. "Water ", per M gallon. Payment for "Water" is described in Section 2 -07.5. "Job Mix Compliance Price Adjustment ", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(9)B6, 5- 04.3(9)C3, and 5- 04.3(9)D1. "Compaction Price Adjustment ", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)C3. "Roadway Core ", per each. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) shall be incidental and included within the unit Bid price per each and no additional payments will be made. "Cyclic Density Price Adjustment ", by calculation. "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)B. ,�l A ' :1 Section 6 -02, Concrete Structures April 4, 2016 6- 02.3(2)A Contractor Mix Design The following new sentence is inserted after the first sentence of the third paragraph: The mix design submittal shall also include test results no older than one year showing that the Aggregates do not contain Deleterious Substances in accordance with Section 9 -03. 6- 02.3(2)A1 Contractor Mix Design for Concrete Class 4000D The following new sentence is inserted after the second sentence of the last paragraph: Mix designs using shrinkage reducing admixture shall state the specific quantity required. The following new sentence is inserted before the last sentence of the last paragraph: Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount specified in the mix design submittal. 6- 02.3(2)B Commercial Concrete The last sentence of the first paragraph is revised to read: Commercial concrete does not require mix design or source approvals for cement, aggregate, and other admixtures. 6- 02.3(26)D2 Test Block Dimensions The first sentence is revised to read: The dimensions of the test block perpendicular to the tendon in each direction shall be the smaller of twice the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project- specific application and circumstances. 6- 02.3(27)A Use of Self- Consolidating Concrete for Precast Units Item number 2 of the first paragraph is revised to read: 2. Precast reinforced concrete three -sided structures, box culverts and split box culverts in accordance with Section 7- 02.3(6). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1► 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6- 09.AP6 Section 6 -09, Modified Concrete Overlays April 4, 2016 6- 09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified Concrete Overlays The first sentence of the first paragraph is revised to read the following two new sentences: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6- 02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6- 02.3(5)E. The last paragraph is deleted. 6- 09.3(8)B Quality Assurance for Latex Modified Concrete Overlays The first two paragraphs are deleted and replaced with the following: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6- 02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. The Engineer will perform testing as the concrete is being placed. Samples shall be taken on the first charge through each mobile mixer and every other charge thereafter. The sample shall be taken after the first 2 minutes of continuous mixer operation. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6- 02.3(5)E. The second to last sentence of the last paragraph is revised to read: Recommendations made by the technical representative on or off the jobsite shall be adhered to by the Contractor. 6- 14.AP6 Section 6 -14, Geosynthetic Retaining Walls January 4, 2016 6 -14.5 Payment The bid item "Concrete Fascia Panel ", per square foot, and the paragraph following this bid item are revised to read: "Concrete Fascia Panel For Geosynthetic Wall ", per square foot. All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit Contract price per square foot for "Concrete Fascia Panel For Geosynthetic Wall ", including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when specified), constructing and placing the concrete footing, edge beam, anchor beam, anchor rod assembly, and backfill. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 6- 19.AP6 2 Section 6 -19, Shafts 3 January 4, 2016 4 6 -19.4 Measurement 5 The first paragraph is revised to read: 6 7 Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft 8 excavated. The cubic yards will be computed using the shaft diameter, top of shaft 9 elevation and bottom of shaft elevation shown in the Plans, less all rock excavation 10 measured as specified for rock excavation. Excavation between the existing ground 11 line and the top of shaft elevation is considered incidental to soil excavation for shaft 12 and will not be measured. 13 14 The second paragraph is deleted. 15 16 6 -19.5 Payment 17 The paragraph following the bid item "Soil Excavation For Shaft Including Haul ", per cubic 18 yard is revised to read: 19 20 The unit Contract price per cubic yard for "Soil Excavation For Shaft Including Haul" 21 shall be full pay for performing the work as specified, including all costs in connection 22 with furnishing, mixing, placing, maintaining, containing, collecting, and disposing of all 23 mineral, synthetic, and water slurry, and disposing of groundwater collected by the shaft 24 excavation, and the incidental excavation of soils between the top of shaft elevation 25 shown in the Plans and the existing ground line. 26 27 8- 01.AP8 28 Section 8 -01, Erosion Control and Water Pollution Control 29 April 4, 2016 30 8 -01.2 Materials 31 This section is supplemented with the following new paragraph: 32 33 Recycled concrete, in any form, shall not be used for any Work defined in Section 8 -01. 34 35 8- 01.3(8) Street Cleaning 36 This section is revised to read: 37 38 Self- propelled street sweepers shall be used to remove and collect sediment and other 39 debris from the Roadway, whenever required by the Engineer. The street sweeper shall 40 effectively collect these materials and prevent them from being washed or blown off the 41 Roadway or into waters of the State. Street sweepers shall not generate fugitive dust 42 and shall be designed and operated in compliance with applicable air quality standards. 43 44 Material collected by the street sweeper shall be disposed of in accordance with Section 45 2- 03.3(7)C. 46 47 Street washing with water will require the concurrence of the Engineer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 2 8- 10.AP8 3 Section 8 -10, Guide Posts 4 January 4, 2016 5 8 -10.3 Construction Requirements 6 The last sentence of the second paragraph is deleted. 7 8 8- 20.AP8 9 Section 8 -20, Illumination, Traffic Signal Systems, Intelligent Transportation 10 Systems, and Electrical 11 April 4, 2016 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 8- 20.3(5)A General The last paragraph is revised to read: Immediately after the sizing mandrel has been pulled through, install an equipment grounding conductor if applicable (see Section 8- 20.3(9)) and any new or existing wire or cable as specified in the Plans. Where conduit is installed for future use, install a 200 -pound minimum tensile strength pull string with the equipment grounding conductor. The pull string shall be attached to duct plugs or caps at both ends of the conduit. 8- 20.3(5)A1 Fiber Optic Conduit The last paragraph is deleted. 8- 20.3(5)D Conduit Placement Item number 2 is revised to read: 2. 24- inches below the top of the untreated surfacing on a Roadbed. 8- 20.3(9) Bonding, Grounding The following two new paragraphs are inserted after the first paragraph: Install an equipment grounding conductor in all new conduit, whether or not the equipment grounding conductor is called for in the wire schedule. For each new conduit with innerduct install an equipment grounding conductor in only one of the innerducts unless otherwise required by the NEC or the Plans. The fourth paragraph (after the preceding Amendments are applied) is revised to read: Bonding jumpers and equipment grounding conductors meeting the requirements of Section 9- 29.3(2)A3 shall be minimum #8 AWG, installed in accordance with the NEC. Where existing conduits are used for the installation of new circuits, an equipment grounding conductor shall be installed unless an existing equipment ground conductor, which is appropriate for the largest circuit, is already present in the existing raceway. The equipment ground conductor between the isolation switch and the sign lighter fixtures shall be minimum #14 AWG stranded copper conductor. Where parallel circuits AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 are enclosed in a common conduit, the equipment - grounding conductor shall be sized by the largest overcurrent device serving any circuit contained within the conduit. The second sentence of the fifth paragraph (after the preceding Amendments are applied) is revised to read: A non - insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on connector (crimped with a manufacturer recommended crimper) shall be connected to the junction box frame or frame bonding stud, the other end shall be crimped to the equipment bonding conductor, using a "C" type crimp connector. The last two sentences of the sixth paragraph (after the preceding Amendments are applied) are revised to read: For light standards, signal standards, cantilever and sign bridge Structures the supplemental grounding conductor shall be #4 AWG non - insulated stranded copper conductor. For steel sign posts which support signs with sign lighting or flashing beacons the supplemental grounding conductor shall be #6 AWG non insulated stranded copper conductor. The fourth to last paragraph is revised to read: Install a two grounding electrode system at each service entrance point, at each electrical service installation and at each separately derived power source. The service entrance grounding electrode system shall conform to the "Service Ground" detail in the Standard Plans. If soil conditions make vertical grounding electrode installation impossible an alternate installation procedure as described in the NEC may be used. Maintain a minimum of 6 feet of separation between any two grounding electrodes within the grounding system. Grounding electrodes shall be bonded copper, ferrous core materials and shall be solid rods not less than 10 feet in length if they are 1/2 inch in diameter or not less than 8 feet in length if they are % inch or larger in diameter. 8- 22.AP8 Section 8 -22, Pavement Marking January 4, 2016 8 -22.4 Measurement The first two sentences of the fourth paragraph are revised to read: The measurement for "Painted Wide Lane Line ", "Plastic Wide Lane Line ", "Profiled Plastic Wide Lane Line ", "Painted Barrier Center Line ", "Plastic Barrier Center Line ", "Painted Stop Line ", "Plastic Stop Line ", "Painted Wide Dotted Entry Line ", or "Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or profiled plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, wide dotted lane line or wide dotted entry line. 8 -22.5 Payment The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking ", per linear foot: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 "Painted Wide Dotted Entry Line ", per linear foot. 2 3 "Plastic Wide Dotted Entry Line ", per linear foot. 4 5 9- 03.AP9 6 Section 9 -03, Aggregates 7 April 4, 2016 8 9- 03.1(1) General Requirements 9 This first paragraph is supplemented with the following: 10 11 Reclaimed aggregate may be used if it complies with the specifications for Portland 12 Cement Concrete. Reclaimed aggregate is aggregate that has been recovered from 13 plastic concrete by washing away the cementitious materials. 14 15 9- 03.1(2) Fine Aggregate for Portland Cement Concrete 16 This section is revised to read: 17 18 Fine aggregate shall consist of natural sand or manufactured sand, or combinations 19 thereof, accepted by the Engineer, having hard, strong, durable particles free from 20 adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 21 22 9- 03.1(2)A Deleterious Substances 23 This section is revised to read: 24 25 The amount of deleterious substances in the washed aggregate shall be tested in 26 accordance with AASHTO M 6 and not exceed the following values: 27 28 Material finer than No. 200 Sieve 2.5 percent by weight 29 Clay lumps and friable particles 3.0 percent by weight 30 Coal and lignite 0.25 percent by weight 31 Particles of specific gravity less than 2.00 1.0 percent by weight. 32 33 Organic impurities shall be tested in accordance with AASHTO T 21 by the glass 34 color standard procedure and results darker than organic plate no. 3 shall be 35 rejected. A darker color results from AASHTO T 21 may be used provided that 36 when tested for the effect of organic impurities on strength of mortar, the relative 37 strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 38 percent. 39 40 9- 03.1(4) Coarse Aggregate for Portland Cement Concrete 41 This section is revised to read: 42 43 Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or 44 combinations thereof having hard, strong, durable pieces free from adherent coatings. 45 Coarse aggregate shall be washed to meet the specifications. 46 47 9- 03.1(4)A Deleterious 48 This section, including title, is revised to read: 49 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 9- 03.1(4)A Deleterious Substances 2 The amount of deleterious substances in the washed aggregate shall be tested in 3 accordance with AASHTO M 80 and not exceed the following values: 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 1.0' percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight 3.0 percent by weight 'If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5. 9- 03.1(4)C Grading The following new sentence is inserted at the beginning of the last pargraph: Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two separate sizes. 9- 03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read: As an alternative to using the fine aggregate sieve grading requirements in Section 9- 03.1(2)B, and coarse aggregate sieve grading requirements in Section 9- 03.1(4)C, a combined aggregate gradation conforming to the requirements of Section 9- 03.1(5)A may be used. 9- 03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregates 3/8 inch or larger shall not exceed the values specified in Section 9- 03.1(4)A and for aggregates smaller than 3/8 inch they shall not exceed the values specified in Section 9- 03.1(2)A. 9- 03.1(5)B Grading The first paragraph is deleted. 9- 03.8(7) HMA Tolerances and Adjustments In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual Evaluation ". 9- 03.21(1)B Concrete Rubble This section, including title, is revised to read: 9- 03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9- 03.1(4) AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 or 9- 03.1(5). In addition to the requirements of Section 9- 03.1(4) or 9- 03.1(5), recycled 2 concrete shall: 3 4 1. Contain an aggregated weight of less than 1 percent of adherent fines, 5 vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, 6 wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other 7 deleterious substance(s) not otherwise noted; 8 2. Be free of harmful components such as chlorides and reactive materials unless 9 mitigation measures are taken to prevent recurrence in the new concrete; 10 3. Have an absorption of less than 10 percent when tested in accordance with 11 AASHTO T 85. 12 13 Recycled concrete aggregate shall be in a saturated condition prior to mixing. 14 15 Recycled concrete aggregate shall not be placed below the ordinary high water mark of 16 any water of the State. 17 18 9- 03.21(1)D Recycled Steel Furnace Slag 19 This section title is revised to read: 20 21 Steel Furnace Slag 22 23 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled 24 Material 25 The following new row is inserted after the second row: 26 Coarse Aggregate for Commercial Concrete 9-03.1(4) 0 100 0 0 27 28 29 9- 04.AP9 30 Section 9 -04, Joint and Crack Sealing Materials 31 January 4, 2016 32 9- 04.2(1) Hot Poured Joint Sealants 33 This section's content is deleted and replaced with the following new subsections: 34 35 9- 04.2(1)A Hot Poured Sealant 36 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in 37 accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland 38 Open Cup Flash Point of 205 °C in accordance with AASHTO T 48. 39 40 9- 04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 41 Hot poured sealant for cement concrete pavement shall meet the requirements of 42 ASTM D6690 Type IV, except for the following: 43 44 1. The Cone Penetration at 25 °C shall be 130 maximum. 45 46 2. The extension for the Bond, non - immersed, shall be 100 percent. 47 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 9- 04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 Type II. 9- 04.2(1)B Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight: Twenty percent CSS -1 emulsified asphalt, 2. Two percent portland cement, and 3. Seventy -eight percent fine aggregate meeting the requirements of 9- 03.1(2)B Class 2. Fine aggregate may be damp (no free water). 9- 07.AP9 Section 9 -07, Reinforcing Steel January 4, 2016 9- 07.1(1)A Acceptance of Materials The first sentence of the first paragraph is revised to read: Reinforcing steel rebar manufacturers shall comply with the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. The first sentence of the second paragraph is revised to read: Steel reinforcing bar manufacturers use either English or a Metric size designation while stamping rebar. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 4/4/16 SPECIAL PROVISIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 INTRODUCTION TO THE SPECIAL PROVISIONS The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 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 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. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current edition • King County Road Standards, current edition • City of Federal Way Public Works Development Standards, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 Division 1 2 General Requirements 3 4 DESCRIPTION OF WORK 5 6 This Contract provides for the repair of storm drain pipes as defined in the contract plans 7 and other work, all in accordance with the attached Contract Plans, these Contract 8 Provisions, and the Standard Specifications. 9 10 1 -01 Definitions and Terms 11 12 1 -01.3 Definitions 13 * * * * * * ) 14 15 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 16 them with the following: 17 18 Dates 19 Bid Opening Date 20 The date on which the Contracting Agency publicly opens and reads the Bids. 21 Award Date 22 The date of the formal decision of the Contracting Agency to accept the lowest 23 responsible and responsive Bidder for the Work. 24 Contract Execution Date 25 The date the Contracting Agency officially binds the Agency to the Contract. 26 Notice to Proceed Date 27 The date stated in the Notice to Proceed on which the Contract time begins. 28 Substantial Completion Date 29 The day the Engineer determines the Contracting Agency has full and unrestricted 30 use and benefit of the facilities, both from the operational and safety standpoint, any 31 remaining traffic disruptions will be rare and brief, and only minor incidental work, 32 replacement of temporary substitute facilities, plant establishment periods, or 33 correction or repair remains for the Physical Completion of the total Contract. 34 Physical Completion Date 35 The date all Work is physically completed on the project. All documentation required 36 by the Contract and required by law does not necessarily need to be furnished by the 37 Contractor by this date. 38 Completion Date 39 The day all the Work specified in the Contract is completed and all the obligations of 40 the Contractor under the contract are fulfilled by the Contractor. All documentation 41 required by the Contract and required by law must be furnished by the Contractor 42 before establishment of this date. 43 Final Acceptance Date 44 The date on which the City of Federal Way Council accepts the Work as complete. 45 46 Delete the second paragraph under heading Contract and replace it with the following: 47 48 The Contract includes all Contract Documents defined in the Public Works Contractfor 49 the Project which is included in the Request for Bid as Attachment I. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, 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 "the location designated in the Contract ". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. 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. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1 -08.5. 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. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. 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 Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 Request 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 ") 5 Furnished automatically upon award. Contract Provisions 5 Furnished automatically upon award. Large plans (e.g., 22" x 1 Furnished automatically 34 ") upon award. *Additional copies furnished only upon justified request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Request for Bids, at the Contractor's own expense. 1- 02.4(2) Subsurface Information Section 1- 02.4(2) is supplemented with the following: No subsurface investigations of the site of proposed work have been made. Contractor's attention is drawn to the fact that the project site is generally known to have high ground water table and high soil moisture content. 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 City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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. 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; City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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. 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 -02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 -02.13 Irregular Proposals (January 4, 2016 APWA GSP) Delete this section and replace it with the following: 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; 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. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; C. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1 -02.15 Pre Award Information (August 14, 2013 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: City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 1. A complete statement of the origin, composition, and manufacture of any or all 2 materials to be used, 3 2. Samples of these materials for quality and fitness tests, 4 3. A progress schedule (in a form the Contracting Agency requires) showing the order 5 of and time required for the various phases of the work, 6 4. A breakdown of costs assigned to any bid item, 7 5. Attendance at a conference with the Engineer or representatives of the Engineer, 8 6. Obtain, and furnish a copy of, a business license to do business in the city or county 9 where the work is located. 10 7. Any other information or action taken that is deemed necessary to ensure that the 11 bidder is the lowest responsible bidder. 12 13 1 -03 Award and Execution of Contract 14 15 1 -03.3 Execution of Contract 16 (October 1, 2005 APWA GSP) 17 18 Revise this section to read: 19 20 Copies of the Contract Provisions, including the unsigned Form of Contract, will be 21 available for signature by the successful bidder on the first business day following award. 22 The number of copies to be executed by the Contractor will be determined by the 23 Contracting Agency. 24 25 Within * * *10 * ** calendar days after the award date, the successful bidder shall return the 26 signed Contracting Agency - prepared contract, an insurance certification as required by 27 Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before 28 execution of the contract by the Contracting Agency, the successful bidder shall provide 29 any pre -award information the Contracting Agency may require under Section 1- 02.15. 30 31 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 32 Agency nor shall any work begin within the project limits or within Contracting Agency - 33 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 34 and for any materials ordered before the contract is executed by the Contracting Agency. 35 36 If the bidder experiences circumstances beyond their control that prevents return of the 37 contract documents within the calendar days after the award date stated above, the 38 Contracting Agency may grant up to a maximum of * * *7 ** *additional calendar days for 39 return of the documents, provided the Contracting Agency deems the circumstances 40 warrant it. 41 42 1 -03.7 Judicial Review 43 (July 23, 2015 APWA GSP) 44 45 Revise this section to read: 46 47 Any decision made by the Contracting Agency regarding the Award and execution of the 48 Contract or Bid rejection shall be conclusive subject to the scope of judicial review 49 permitted under Washington Law. Such review, if any, shall be timely filed in the 50 Superior Court of the county where the Contracting Agency headquarters is located, City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. 1 -04 Scope of the Work 1- 04.1(2) Bid Items Not Included in the Proposal Delete Sectionl - 04.1(2) and replace it with the following: Payment will be made only for the specific bid items listed in the Bid Schedule. No separate or additional measurement or payment will be made for any and all other work and materials necessary to complete the project. All work and materials not specifically included in the bid items listed in the Bid Schedule shall be considered to be included in the various unit price or lump sum bid prices. 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 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. Change Order or Written Construction Change Directive (if any), 2. Addenda (if any), 3. Instructions to Bidders, General Contractual Terms and Conditions including Attachments A through H, and Public Work Contract, 4. Special Provisions, 5. Contract Plans, 6. Amendments to the Standard Specifications, 7. Standard Specifications, 8. Contracting Agency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -04.4 Changes Supplement section 1 -04.4 with the following: Contractor's quotations for Change Orders shall be in writing and firm for a period of 30 days. Any compensation paid in conjunction with terms of a Change Order shall comprise total compensation due to Contractor for the work or alteration defined in the Change Order unless specified otherwise in a change order document. By signing the Change Order, the Contractor acknowledges that the stipulated compensation includes payment for the work or alteration plus all payments for the interruption of schedules, extended overhead, delay, added or deleted working days, or any other impact claim or ripple effect, and by such signing specifically waives any reservation or claim for additional compensation in respect to the subject of the Change Order. 1 -04.7 Differing Site Conditions (Changed Conditions) Supplement this section with the following: City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall be deemed to have waived any and all claim for additional time or claim for extra compensation for additional work and material required because of the alleged changed conditions if the Contactor disturbs the condition before the Engineer has indicated to the Contractor that he has completed his field evaluation of the situation. Changed conditions as a result of any negligence or inattention on the part of the Contractor or his subcontractors shall not be considered eligible for extra payment. 1 -05 Control of Work 1 -05.5 Record Drawing Add this new section 1 -05.5 with the following: 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 one working day after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. 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 weekly progress meeting for review. The Record Drawing markups shall document all changes in Work, both concealed and visible. Record at least the following on the Record Drawings: • Actual dimensions, arrangement, and materials used when different than shown on the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Pothole information gathered by the Contractor. • Existing utility information not included in the Contract Plans, or that differs from the Contract Plans. Record Drawings shall be provided to the Contracting Agency prior to Physical Completion. The work described in this section shall not be paid separately and all costs shall be included in other Contract bid items associated with this work. 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. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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. 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 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 therefor. 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. City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs i� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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 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. City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 12 1 Operational and test periods, when required by the Engineer, shall not affect a 2 manufacturer's guaranties or warranties furnished under the terms of the contract. 3 4 1 -05.12 Final Acceptance 5 Delete the third and fourth sentences in the first paragraph and replace it with the following: 6 7 8 Final acceptance date of the work shall be the date the Federal Way City Council accepts 9 the project as complete. 10 11 12 1 -05.13 Superintendents, Labor and Equipment of Contractor 13 (August 14, 2013 APWA GSP) 14 15 Delete the sixth and seventh paragraphs of this section. 16 17 1 -05.15 Method of Serving Notices 18 (March 25, 2009 APWA GSP) 19 Revise the second paragraph to read: 20 21 All correspondence from the Contractor shall be directed to the Project Engineer. All 22 correspondence from the Contractor constituting any notification, notice of protest, notice 23 of dispute, or other correspondence constituting notification required to be furnished 24 under the Contract, must be in paper format, hand delivered or sent via mail delivery 25 service to the Project Engineer's office. Electronic copies such as a -mails or 26 electronically delivered copies of correspondence will not constitute such notice and will 27 not comply with the requirements of the Contract. 28 29 Add the following new section: 30 31 1 -05.16 Water and Power 32 (October 1, 2005 APWA GSP) 33 34 The Contractor shall make necessary arrangements, and shall bear the costs for power 35 and water necessary for the performance of the work, unless the contract includes power 36 and water as a pay item. 37 38 Add the following new section: 39 40 1 -05.17 Oral Agreements 41 (October 1, 2005 AWPA GSP) 42 43 No oral agreement or conversation with any officer, agent, or employee of the Contracting 44 Agency, either before or after execution of the contract, shall affect or modify any of the 45 terms or obligations contained in any of the documents comprising the contract. Such oral 46 agreement or conversation shall be considered as unofficial information and in no way 47 binding upon the Contracting Agency, unless subsequently put in writing and signed by the 48 Contracting Agency. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 13 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 -06 Control of Material 1 -06.6 Recycled Materials Delete this section, including its subsections. 1 -07 Legal Relations and Responsibilities to the Public 1 -07.1 Laws to be Observed (October 1, 2005 APINA 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. 1 -07.2 State Taxes Section 1 -07.2 is supplemented with the following: The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The entire project is subject to Use Tax under Section 1- 07.2(1). 1 -07.6 Permits and Licenses Section 1 -07.6 is supplemented with the following: City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 14 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (September 20, 2010) The Contracting Agency has obtained the below - listed permit(s) for this project. A copy of the permit(s) is attached in Appendix C for informational purposes. All contacts with the permitting agency concerning the below - listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. * ** 1. City of Federal Way, Right of Way Use Permit. 1 -07.7 Load Limits Supplement this section with the following: Haul routes shall be approved in advance by the Engineer. Haul shall be restricted to the Hours of Work as specified in Special Provision section 1- 08.0(2) 1- 07.15(1) Spill Prevention, Control, and Countermeasures Plan Supplement this section with the following: The work described in this section shall not be paid separately and all costs shall be included in other Contract bid items associated with this work. 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following: The approximate locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The City assumes no responsibility for improper locations or failure to show utility locations on the Plans. The following names and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: District Code Company Name Marking Concerns Damage /Repair CC7760 COMCAST CABLE (425)392 -6412 (888)824 -8289 KCDPW02 KING COUNTY RIDS (206)296 -8153 (206)296 -8153 LKHAVN01 LAKEHAVEN U.D. (253)945 -1623 (253)946 -5409 PUGE03 PSE ELECTRIC (866)380 -2627 (888)225 -5773 PUGG03 PSE GAS (866)380 -2627 (888)225 -5773 QLNWAI6 QWEST LOCAL NW (253)833 -2343 (800)573 -1311 WSDOTI2 WSDOT- SIGNALS (206)442 -2110 (206)442 -2110 City of Federal Way SW 320" St at 1St Ave S and Marine Hills Way Pipe Repairs 15 RFB # 16 -007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 All existing utilities shall be maintained in continuous service during the Contractor's operations, unless the Contractor receives written approval from the utility owner for interruption of service. The Contractor shall check with the appropriate utility to determine the minimum notice required if interruption of service is anticipated. Notification shall be written, with a copy delivered to the Engineer, within a minimum of two working days prior to the commencement of work, and must be in such detail as to give the time of the commencement and completion of work and schedule of operations. Should the property owner or the Engineer have adequate reason, as determined by the Engineer, to avoid service interruption at the scheduled time, the Contractor shall reschedule his work to meet the new condition. The Contractor is also warned that there may be utilities on the project that are not part of the One Call System. Notice shall be provided individually to those owners of utilities know to, or suspected of, having underground facilities within the area of the proposed excavation. The Contractor shall be responsible for any breakage of utilities or loss of services resulting from his operations, and shall hold the Contracting Agency and its agents harmless from any claims resulting from disruption of or damages to same. Unless specified otherwise within the contract documents, the Contractor shall be entirely responsible for coordination with utility owners to either arrange for the movement or adjustment of temporary or permanent utilities that prohibit completion of the contract work, or to coordinate with utility owners to allow the performance of such work by the Contractor. All work by the Contractor adjacent to or in the vicinity of existing utilities shall be performed in accordance with the requirements of the utility owners. The Contractor shall pay all permit, inspection, and other fees levied by the utility owners. All costs incurred as a result of performance of the Contractor's obligations in this section shall be included in the unit contract price for the item installed. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company and the Contractor shall consider such costs to be incidental to the other items of the contract. The Contractor shall anticipate that the requirements of utility owners may hinder, delay, and complicate execution of the Work. The Contractor shall not be entitled to any claim for damages because of hindrances, delays, and complications caused by or resulting from requirements imposed by utility owners. 1 -07.23 Public Convenience and Safety Section 1 -07.23 is supplemented with the following: If operations of the Contractor are shown to significantly impede traffic flow during peak hours of traffic, the Engineer shall have the authority to restrict the Contractor to time of operation on the street. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall maintain convenient access for local traffic and pedestrians to driveways, houses, and buildings along the line of work. Such access shall be maintained as near as possible to which existed prior to the commencement of construction. The Contractor shall notify all property owners and tenants of street and alley closures, or other restrictions which may interfere with their access. Notification shall be at least forty -eight (48) hours in advance, and shall include placing notification signs within the affected areas, and delivering notices to all property owners and tenants. A copy of such notice shall also be provided to the Engineer. Work involved with the distribution of notices to all of the property owners shall be considered incidental to the Contract. The Contractor shall notify the local refuse /recycling collection services, transit services, school district, postal service, fire and police department in writing before the beginning of operations, and provide a schedule of activities along with the associated time line, so that these agencies may reroute their vehicles around the construction zone. A copy of such notice shall also be provided to the Engineer. If rerouting is not possible, as determined by these agencies /services, the Contractor shall coordinate with these agencies /services to provide reasonable access through the construction zone at all times. No specific areas are provided for construction staging /storage, access and parking. Unless otherwise indicated in the Plans, on- street parking areas will be allowed to be utilized by the Contractor for work and storage areas, pending notification of the users and approval by the Engineer, two (2) working days in advance. The Contractor shall be responsible for locating and arranging for construction staging, access and personnel parking spaces, and shall be responsible for maintaining these spaces in a safe and orderly condition throughout the duration of the Project. Prior to any construction activity, the Contractor shall provide written notification informing the City and all employees, contractors, and subcontractors who intend to arrive at this Project with vehicles, equipment or supplies, of the location, purpose and restrictions that apply to the Construction Staging, Access, and Personnel Parking Area. All unattended excavation shall be properly barricaded and covered at all times. All open trenching or street cuts must be filled with material as detailed below before leaving the job at the completion of each work shift. Immediately upon request by the Engineer, the Contractor shall place, in the amounts designated, any asphalt concrete pavement, cold plant mix, crushed surfacing and /or gravel base deemed necessary by the Engineer to maintain the above required accessibility of all streets, road approaches, street connections, driveways, etc. The Contractor shall be solely responsible for the safety, efficiency and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from the failure or improper maintenance use or operation. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during 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 construction site. The Contractor shall comply with the safety standards and provisions of applicable laws, building and construction codes, and the safety regulations set forth in "Safety Standards for Construction" and "General Safety Standards" published in effect at City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 the time of call for bids. These publications may be obtained from the Department of Labor and Industries, Olympia, Washington. The Contractor shall also comply with the safety standard provisions set forth in the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America. The work described in this section shall not be paid separately and all costs shall be included in other Contract bid items associated with this work. 1- 07.23(1) Construction Under Traffic Section 1- 07.23(1) is supplemented with the following: (January 2, 2012) 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 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 City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 18 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 -07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: Street Right of Way lines, limits 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. Copies of the easement agreements may be included in the Contract Provisions or made 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. 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 -08 PROSECUTION AND PROGRESS Add the following new section: City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 19 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1- 08.0(1) Preconstruction Conference 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: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; 3. A list of material sources for approval if applicable; 4. Project signage & notifications; 5. Confirmation of staging areas; 6. Construction site safety; 7. Contractor's initial progress schedule (3 copies); 8. List of materials fabricated or manufactured off site, including estimated delivery dates for any critical items; 9. Names of principal suppliers; 10. Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates); 11. Weighted wage rates for all employee classifications anticipated to be used on Project; 12. Submittal schedule (bring preliminary list); 13. Testing lab accreditation and qualifications; 14. Prevailing wage rate certification; 15. Erosion control plan; and 16. Traffic control plan. City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 20 1 Add the following new section: 2 3 1- 08.0(2) Hours of Work 4 (..... 5 6 Except in the case of emergency or unless otherwise approved by the Contracting Agency, 7 the normal straight time working hours for the Contract shall be any consecutive 8 -hour 8 period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch 9 break and a 5 -day work week. The normal straight time 8 -hour working period for the 10 Contract shall be established at the preconstruction conference or prior to the Contractor 11 commencing the work. 12 13 Written permission from the Engineer is required, if a Contractor desires to perform work on 14 holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer 15 than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for 16 such permission, no later than noon on the working day prior to the day for which the 17 Contractor is requesting permission to work. 18 19 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal 20 straight time working hours Monday through Friday shall be limited as per Federal Way 21 Revised Code Section 19.105.040. Approval to continue work during these hours may be 22 revoked at any time based on verified complaints that the Contractor does not meet the 23 terms of the approved conditions, or if the Contractor's activity creates unanticipated and 24 verifiable adverse effect(s). The Contractor shall have no claim for damages or delays 25 should such permission be revoked for these reasons. 26 27 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal 28 straight time working hours Monday through Friday may be given subject to certain other 29 conditions set forth by the Director of City of Federal Way Community Development 30 Department, and the Engineer. Conditions set forth by Engineer may include but are not 31 limited to: 32 The Engineer may require designated representatives to be present during the 33 work. Representatives who may be deemed necessary by the Engineer include, 34 but are not limited to: survey crews; personnel from the Contracting Agency's 35 material testing lab; inspectors; and other Contracting Agency employees when in 36 the opinion of the Engineer, such work necessitates their presence. 37 Requiring the Contractor to reimburse the Contracting Agency for the costs in 38 excess of straight -time costs for Contracting Agency representatives who worked 39 during such times. 40 • Considering the work performed on Saturdays, Sundays, and holidays as working 41 days with regard to the contract time. 42 • Considering multiple work shifts as multiple working days with respect to contract 43 time, even though the multiple shifts occur in a single 24 -hour period. 44 45 Add the following new section: 46 47 1- 08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees 48 (May 25, 2006 APWA GSP; may not be used on FHWA- funded projects) 49 50 Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- 51 hour work shift on a regular working day, as defined in the Standard Specifications, such City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight -time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 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 Notice to Proceed will be given after the Contract has been executed and all the required documents 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. Unless otherwise approved in writing, the Contractor shall commence construction activities on the project site and diligently pursue the work to the physical completion date within the time specified in the Section 1.2 of the Public Works Contract of this project. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time specified in the Contract. 1 -08.5 Time for Completion (August 14, 2013 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. 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: City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 22 RFB # 16 -007 1 The Engineer will give the Contractor written notice of the completion date of the contract 2 after all the Contractor's obligations under the contract have been performed by the 3 Contractor. The following events must occur before the Completion Date can be 4 established: 5 1. The physical work on the project must be complete; and 6 2. The Contractor must furnish all documentation required by the contract and required 7 by law, to allow the Contracting Agency to process final acceptance of the contract. 8 The following documents must be received by the Project Engineer prior to 9 establishing a completion date: 10 a. Certified Payrolls (per Section 1- 07.9(5)). 11 b. Material Acceptance Certification Documents 12 c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the 13 Contract Provisions. 14 d. Final Contract Voucher Certification 15 e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor 16 and all Subcontractors 17 f. Property owner releases per Section 1 -07.24 18 19 1 -08.9 Liquidated Damages 20 (August 14, 2013 APWA GSP) 21 22 Revise the fourth paragraph to read: 23 24 When the Contract Work has progressed to Substantial Completion as defined in the 25 Contract, the Engineer may determine that the work is Substantially Complete. The 26 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 27 overruns in Contract time occurring after the date so established, the formula for 28 liquidated damages shown above will not apply. For overruns in Contract time occurring 29 after the Substantial Completion Date, liquidated damages shall be assessed on the 30 basis of direct engineering and related costs assignable to the project until the actual 31 Physical Completion Date of all the Contract Work. The Contractor shall complete the 32 remaining Work as promptly as possible. Upon request by the Project Engineer, the 33 Contractor shall furnish a written schedule for completing the physical Work on the 34 Contract. 35 36 1- 09.2(1) General Requirements for Weighing Equipment 37 39 Revise the sixth and seventh paragraphs to read: 40 41 Trucks and Tickets — Each truck to be weighed shall bear a unique identification number. 42 This number shall be legible and in plain view of the scale operator. Each vehicle operator 43 shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will 44 provide item quantity tickets for scales that are not self - printing. The Contractor shall provide 45 tickets for self - printing scales. All tickets shall, at a minimum, contain the following 46 information: 47 1. Date of haul; 48 2. Contract number; 49 3. Contract unit Bid item; City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 23 RFB # 16 -007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 4. Unit of measure; 5. Identification number of hauling vehicle; and 6. Weight delivered: Net weight in the case of batch and hopper scales. ii. Gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used). iii. Approximate load out weight in the case of belt conveyor scales. 7. Ticket serial number imprinted on the tickets; 8. Type of material; 9. Weighman's identification; 10. Location of delivery by project station or street address. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where the material is incorporated into the permanent Work. It shall be the Contractor's responsibility to provide a certified weight ticket to the Engineers designated representative on the project at the time of delivery of materials for each truckload delivered. In the event that the Engineers designated representative is not present, the Contractor shall forward the ticket to the Engineer within (1) working day, along with sufficient verification of the specific stockpiled location or area of use. Pay quantities will be prepared on the basis of said information. Quantities for material delivered without adequate documentation will not be paid. 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 Supplement this section 1 -09.7 with the following: Mobilization shall include but not be limited to the following items: movement of the Contractor's personnel, materials, equipment, supplies, and other items or work incidental to construction of the project; the establishment of office /storage buildings, temporary security fence and other facilities necessary for construction of the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the City; and other work and operations which must be performed or costs that must be incurred. Also to be included in the lump sum bid price for "Mobilization" is the following: 1. Written release, per Section 1 -07.24 shall be obtained from all property owners whose property is used for storage or other purposes. 2. The Contractor shall be responsible for providing and installing two project signs as described below. City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 24 RFB # 16 -007 1 2 The Contractor shall provide and maintain two (2) 8 -foot wide by 4 -foot high signs 3 constructed of 3/4 -inch exterior high density sign plywood. Signs shall bear the name of 4 the project, Owner, Contractor, Engineer, and other participating agencies. Lettering shall 5 be applied by an experienced sign painter. Paint shall be exterior type enamel. The 6 specific requirements are included in Appendix A. The location of the signs will be 7 provided by the Contracting Agency. The signs are to be erected before the beginning of 8 construction and remain in place for the duration of construction. The Contractor shall 9 remove and properly dispose of the signs at project completion or when directed by the 10 Engineer. 11 12 1 -09.9 Payments 13 14 (., ...) 15 Delete the first four paragraphs and replace them with the following: 16 17 The basis of payment will be the actual quantities of Work performed according to the 18 Contract and as specified for payment. 19 20 The Contractor shall submit a Lump Sum item cost breakdown to the Engineer for review 21 and approval at the Preconstruction Conference to utilize for monthly progress payments. A 22 breakdown is not required for lump sum items that include a basis for incremental payments 23 as part of the respective Specification. In the absence of an approved lump sum breakdown, 24 the Project Engineer will determine the amounts for monthly payments on Lump Sum items 25 based on information available. The Project Engineer's determination shall be final. 26 27 Progress payments for completed work and material on hand will be based upon progress 28 estimates prepared by the Engineer. A progress estimate cutoff date will be established at 29 the preconstruction conference. The Contractor shall submit to the Engineer a request for 30 payment for work completed during the previous period. Copies of such a request for 31 payment shall be submitted on a form provided by the Engineer. All monthly pay requests 32 are subject to approval and /or verification by the Engineer. 33 34 Errors or omissions in the request for payment may result in a delayed payment. It is the 35 Contractor's responsibility to maintain and submit adequate documentation for work 36 completed within each monthly pay period. 37 38 The initial progress estimate will be made no later than 30 days after the Contractor 39 commences the work, and successive progress estimates will be made every month 40 thereafter until the Completion Date. Progress estimates made during progress of the work 41 are tentative, and made only for the purpose of determining progress payments. The 42 progress estimates are subject to change at any time prior to the calculation of the final 43 payment. 44 45 The value of the progress estimate will be the sum of the following: 46 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 47 work completed multiplied by the unit price. 48 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum 49 breakdown for that item, or absent such a breakdown, based on the Engineer's 50 determination. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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); 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. Except when requested a minimum of (10) calendar days in advance by the Contractor, progress payments will be mailed to the address supplied in writing by the Contractor at the preconstruction conference. 1 -10 Temporary Traffic Control 1- 10.2(2) Traffic Control Plans Section 1- 10.2(2) is deleted and replaced with the following: A City of Federal Way Right of Way permit has been obtained for this project which includes minimum traffic control requirements (See Appendix C). The Contractor shall develop traffic control plans to be project site specific and to facilitate the Contractor's chosen method of performing the Work. Additional measures beyond the minimum traffic control requirements may be required depending on the Contractor's chosen method of performing the Work. The Contractor's traffic control plan shall show the necessary construction signs, flaggers, spotters and other traffic control devices required to support the Work, and shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor's traffic control plan shall be submitted to the Engineer for approval at least 10 calendar days in advance of the time the signs and other traffic control devices are scheduled to be installed and utilized. 1 -10.5 Payment Section 1 -10.5 is deleted and replaced with the following: The work described in this section shall not be paid separately and all costs shall be included in other Contract bid items associated with this work. City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 26 RFB # 16 -007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Division 2 Earthwork 2 -02.3 Construction Requirements 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2- 02.3(3) is supplemented with the following: Prior to removal of pavement, the Contractor shall make a full -depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The equipment and procedures used to make the full -depth sawcut shall be approved by the Engineer prior to the operation. No wastewater from the sawcutting operation shall be released to any stream or storm sewer system. 2 -03 Roadway Excavation and Embankment 2- 03.3(14)D Compaction and Moisture Control Tests Supplement Section 2- 03.3(14)D with the following: The Contractor shall be responsible for materials testing, including but not limited to gradation, density- moisture and compaction testing for trench, subgrade, structural backfill and crushed surfacing materials. All testing shall be performed by an independent testing lab with national accreditation for the scope of services provided. Submit documentation to verify soil test lab accreditation and qualifications for staff designated for nuclear gauge operation to the Engineer for review. Nuclear density testing shall be performed by staff approved by the Engineer. A copy of all test results shall be made available to the Engineer as soon as they are complete. Prior to beginning construction, the Contractor shall submit certified gradation curves for imported fill materials to be utilized. The contractor shall resubmit gradation curves if the Engineer or Contractor determines that material has changed. After the material has been accepted, the Contractor shall have density- moisture testing performed on the materials. At the beginning of construction activities requiring compaction, the Contractor shall demonstrate methods that successfully achieve the compaction specifications in the presence of the Engineer or his designee. For all trenches under paved areas, the Contractor shall demonstrate a minimum of one (1) successful field test per each storm sewer pipe repair site per Section 7- 8.3(3) and Section 2- 09.3(1)E requirements. Only backfill above pipe zone must be tested. At any areas of failing tests, the areas shall be retested after appropriate actions have been taken. These tests shall be performed throughout all operations requiring compaction Replace the last paragraph of Section 2- 03.3(14)D with the following: City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 27 RFB # 16 -007 1 ( * * * * * *) 2 In place density test methods shall be as follows: 3 Field Compaction Testing 4 ASTM D: 2922 Density of Soil and Soil- Aggregate In Place by Nuclear 5 Methods 6 2 -03.5 Payment 7 Section 2 -03.5 is deleted and replaced with the following: 8 10 The work described in this section shall be paid by force account. 11 12 2 -09 Structural Excavation 13 14 2 -09.3 Construction Requirements 15 16 2- 09.3(3)B.GR2 Excavation Using Open Pits — Extra Excavation 17 Section 2- 09.3(3)B is supplemented with the following: 18 20 Extra excavation and open pit excavation, as defined in this section, will not be allowed. 21 22 The Contractor shall shore excavations at the locations specified above in accordance with 23 Section 2- 09.3(3)D. The Contractor shall submit shoring plans to the Engineer for approval 24 in accordance with Section 2- 09.3(3)D. 25 26 2- 09.3(4) Construction Requirements, Structure Excavation, Class B 27 Section 2- 09.3(4) is supplemented with the following: 28 30 The project site is known to have high ground water table and high soil moisture content. 31 Contractor shall anticipate that water will be present during trench excavation and shall be 32 prepared to operate all necessary equipment to keep excavation free from water during 33 construction. Contractor shall also anticipate unstable soil conditions during trench 34 excavation and shall be prepared to take all necessary measures to stabilize the soil, and 35 keep the trench safe to work. 36 37 All excavation shall occur when the sewer system is dry or excavation is isolated from the 38 active flow in the system by bypassing the flow around the work. The contractor shall be 39 prepared to operate all necessary equipment to bypass the flow in the system. Bypass shall 40 be of sufficient size to pass all flows for the duration of the project. 41 42 Uncontaminated dewatering water shall be disposed of per Section 8- 01.3(1)C1. 43 44 2 -09.5 Payment 45 Section 2 -09.5 is deleted and replaced with the following: 46 48 The work described in this section shall be paid by force account. 49 50 City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 28 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Division 5 Surface Treatments and Pavements 5 -04 Hot Mix Asphalt Delete WSDOT Amendments to the Standard Specifications section 5 -04. 5 -04.3 Construction Requirements Section 5 -04.3 is supplemented with the following: HMA Class 1/2" PG 64 -22 shall be placed to the compacted depths shown on the Plans and as leveling and wearing course where shown or noted. HMA over three inches (3 ") in compacted depth shall be placed in two (2) equal lifts. Placement shall be in accordance with applicable Sections of 5 -04 of the Standard Specifications, except that longitudinal joints between successive layers of HMA shall be displaced laterally a minimum of twelve inches (12 "). During placement, the composition of the mix shall be subject to adjustment of the percentage of sand, filler, and asphalt as directed by the Engineer. 5- 04.3(3)A Material Transfer Device /Vehicle Section 5- 04.3(3)A is supplemented with the following: Delete this section in its entirety. 5- 04.3(8)A Acceptance Sampling and Testing HMA Mixture 5- 04.3(8)A1 General Section 5- 04.3(8)A1 is supplemented with the following: Commercial evaluation will be used for all HMA Class 1/2" PG 64 -22 installed in this project. 5 -04.5 Payment Section 5 -04.5 is deleted and replaced with the following: The work described in this section shall be paid by force account. City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 29 RFB # 16 -007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits An approximate pipe repair length for each site is shown on the Plan. The Contractor shall immediately notify the Engineer in writing of any site conditions that may warrant more pipe repair. Unless specifically authorized by the Engineer to repair more pipes, no adjustment will be made to the quantity or payment of the bid items in section 7 -06.5. 7 -06 Storm Drain Rehabilitation Using Cured In Place Pipe Method (New Section) Add this new section 7 -06 with the following: 7 -06.1 Description This work consists of rehabilitating existing storm drain by the installation of Cured -In -Place Pipe (CIPP) within the existing pipe. The host pipes shall be cleaned and pre -lined by the Contractor prior to CIPP installation. The CIPP shall be a resin - impregnated flexible tube which, when cured, shall be continuous, joint -less, structurally sound and tight- fitting throughout the entire length of the original pipe. The City will supply the following items to the Contractor: 1. The most recent closed circuit television records available for each pipe. The City makes no expressed or implied guarantee as to the accuracy or completeness of the information contained on its video files or documents. The Contractor shall make his or her own judgment as to the condition of the pipes and structures and shall not rely on the description provided on the City inspection records and video files. 7- 06.1(1) References This Section incorporates by reference the latest revisions of the following documents. They are part of this Specification insofar as specified and modified herein. In case of conflict between the requirements of this Specification and the listed documents, the requirements of this Specification shall take precedence. Reference Title 1. ASTM D543 Standard Practice for Evaluating the Resistance of Plastics to Chemical Reagents 2. ASTM D638 Standard Test Methods for Tensile Properties of Plastic 3. ASTM D790 Standard Test Methods for Flexural Properties of Non - reinforced and Reinforced Plastics and Electrical Insulating Materials 4. ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin - Impregnated Tube 5. ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled -In -Place Installation of Cured -In -Place Thermosetting Resin Pipe (CIPP) 6. ASTM D5813 Standard Specification for Cure -In -Place Thermosetting Resin Sewer Pipe City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 30 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 7 -06.2 Materials 7- 06.2(1) General Neither the CIPP system, nor its installation, shall cause adverse effects to any of the City's facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by- products. The Contractor shall notify the Engineer and identify any by- products produced as a result of the installation operations, test and monitor the levels, and comply with any and all local, state and federal environmental laws. All materials shipped to the project site shall be accompanied by test reports certifying that the material conforms to the ASTM standards listed herein. All materials furnished as part of this contract shall be marked with detailed product information, shipped, stored and handled in a manner consistent with written recommendations of the CIPP system manufacturer to avoid damage. Damage includes, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra - violet (UV) degradation. On site storage locations shall be approved by the owner. All damaged materials shall be promptly removed from the project site at the Contractor's expense and disposed of in accordance with all current applicable agency regulations. All materials shall be marked with detailed product information and tested to the requirement of this contract. 7- 06.2(2) Fabric Tube and Preliner The fabric tube shall consist of one or more layers of absorbent non -woven felt fabric, felt /fiberglass or fiberglass and meet the requirements of ASTM F1216, ASTM F1743, ASTM D5813, and ASTM F2019. The fabric tube shall be compatible with the resin system used and capable of absorbing and carrying the resin, constructed to withstand installation pressures and curing temperatures, and have sufficient strength to bridge missing pipe segments and stretch to fit irregular pipe sections. The Contractor shall submit certified information from the felt manufacture on the nominal void volume in the felt fabric that will be filled with the resin. 1. The wet -out fabric tube shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. 2. The fabric tube shall be manufactured to a size and length that when installed will tightly fit the internal circumference, meeting applicable ASTM standards or better, of the original pipe. Allowance shall be made for circumferential stretching during installation. The tube shall be properly sized to the diameter of the existing pipe and the length to be rehabilitated, capable of conforming to offset joints, bells, and be able to stretch to fit irregular pipe sections or negotiate bends. The fabric tube shall have staggered longitudinal and circumferential joints between multiple layers of fabric so as not to overlap. The Contractor shall determine the minimum tube length necessary to effectively span the designated run between manholes. The minimum length of the fabric tube shall be that deemed necessary by the installer to effectively span the distance from the starting manhole to the terminating manhole or access point, plus that amount required to run -in and run -out for the installation process. The Contractor shall verify the lengths in the field prior to ordering and prior to impregnation of the tube with resin to ensure that the tube will have sufficient length to extend the entire length of the run. The Contractor shall also measure the inside diameter of the existing pipelines in the field prior to ordering the liner so that the liner can be installed in a tight- fitted condition. 3. The outside and /or inside layer of the fabric tube (before inversion /pull -in, as applicable) shall be coated with an impermeable, flexible membrane that will contain the resin and facilitate, if applicable, vacuum impregnation and monitoring of the resin saturation during the resin impregnation (wet -out) procedure. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 31 1 4. No material shall be included in the fabric tube that may cause de- lamination in the 2 cured CIPP. No dry or unsaturated layers shall be acceptable upon visual inspection 3 as evident by color contrast between the tube fabric and the activated resin 4 containing a colorant. 5 5. The wall color of the interior pipe surface of CIPP after installation shall be a light 6 reflective color so that a clear, detailed examination with closed circuit television 7 inspection equipment may be made. The hue of the color shall be dark enough to 8 distinguish a contrast between the fully resin saturated felt fabric and dry or resin 9 lean areas. 10 6. Seams in the fabric tube, if applicable, shall meet the requirements of ASTM D5813. 11 7. The outside of the fabric tube shall be marked every five (5) feet with the name of the 12 manufacturer or CIPP system manufacturing lot and production footage. 13 8. The nominal fabric tube wall thickness shall be constructed, as a minimum, to the 14 nearest 0.5 mm increment, rounded up from the design thickness for that section of 15 installed CIPP. Wall thickness transitions, in 0.5 mm increments or greater as 16 appropriate, may be fabricated into the fabric tube between installation entrance and 17 exit at all access points. The quantity of resin used in the impregnation shall be 18 sufficient to fill all of the felt voids for the nominal thickness. 19 9. The fabric tube shall be manufactured with materials from a consistent supplier. All 20 materials of a similar type shall be from a single source for the entire project. 21 10. The fabric tube shall not extrude out from the host pipe after installation. 22 11. Prior to insertion, the liner tube shall be free of all visible tears, holes, cuts, foreign 23 materials and other defects. 24 12. Use a preliner tube sized to fit the host pipe. The preliner tube must be composed of 25 3 -ply laminate sheet combining two layers of polyethylene film and high- strength- 26 nylon cord grid formed into a tube. The tube must be (1) sized to fit the host pipe and 27 (2) continuous for the entire length of the host pipe. 28 29 7- 06.2(3) Resin 30 1. The thermosetting resin shall be a corrosion resistant polyester or vinyl ester and 31 catalyst system, or epoxy and hardener system that, when properly cured within the 32 tube composite, meets the requirements of ASTM F1216, ASTM F1743 or F2019, the 33 physical properties herein, and those, which are to be utilized in the design of the 34 CIPP for this project. The resin shall produce a CIPP that will comply with or exceed 35 the structural requirements of this specification. 36 2. The resin to tube ratio, by volume, shall be furnished as recommended by the 37 manufacturer. 38 3. The initiation temperature for cure shall be as recommended by the resin 39 manufacturer and approved by the Engineer. 40 4. The resin color shall be in contrast to the color of the liner fabric to assist in visual 41 inspection. 42 5. The CIPP resin shall be compatible with the liner fabric, other rehabilitation systems it 43 may contact, and the host pipe materials. 44 6. The resin shall form no excessive bubbling or wrinkling during lining. 45 7. The resin shall be manufactured with materials from a consistent supplier. All 46 materials of similar type shall be from a single source for the entire project. 47 8. The resin shall have no fillers added for the sole purpose of increasing the resin 48 volume. City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 7 -06.3 Construction Requirements 7- 06.3(1) Design Requirements and Submittals 7- 06.3(1)A Design Criteria and Physical Properties The CIPP design shall be in accordance with ASTM F1216 with final approval from the Engineer. The liner thickness shall be designed based on the engineering formulas listed in ASTM F1216 for fully deteriorated pipes, assuming groundwater at the surface, HS -20 live loading, depth of cover determined by the adjacent upstream or downstream maintenance hole (whichever is deeper), a maximum allowable deflection of 5 percent, and a factor of safety of 2.00. The liner thickness shall be sufficient to prevent groundwater from entering the pipe, while maintaining the maximum cross - sectional pipe area possible. The CIPP shall be designed for a life of 50 years or greater. The composite materials of the fabric liner tube and resin shall, upon installation inside the host pipe, exceed the minimum ASTM test standards based upon restrained samples cured in host pipe and flat plate. The finished CIPP product shall be continuous and joint -less from access point to access point and shall be free of all defects that will affect the long term life and operation of the pipe. Physical Properties Flexural Strength (ASTM D790) 4,500 psi /min Modulus of Elasticity (ASTM D790) 250,000 psi 7- 06.3(1)B Submittals The Contractor shall submit a work plan for installing the CIPP. The work plan must include submittals on all lining materials and resins, including manufacturer's certifications that all of the liner materials are compatible and are in compliance with the specifications, codes, and standards referenced herein. The submittals shall include installation instructions and details of all component materials and construction methods. The contractor shall also provide the liner tube and preliner manufacturer's recommendations and certifications, field measurements, and pipe sizing calculations which demonstrate that the liner tube has been properly sized to avoid the creation of wrinkles or folds. Material safety data sheets for all hazardous chemicals that will be used on the job site including resin, catalyst, cleaners, and repair agents. Identify the proposed use for each hazardous chemical and where it will be used in the work. The work plan shall detail the installation plan describing all preparation work, cleaning operations (including proposed procedures for removal of any existing blockages in the pipeline that may be encountered during the cleaning process), pre -CCTV inspections, by- pass pumping, traffic control, wet -out procedure, installation procedure, method of curing, lateral re- connection, quality control, testing to be performed, final CCTV inspection, warranties furnished and all else necessary and appropriated for a complete CIPP liner installation. The work plan must include all tools and equipment required for a complete installation and identify which tools and equipment will be redundant on the job site in the event of breakdown. The Contractor shall outline the mitigation procedure to be implemented in the event of a key equipment failure during the installation process. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 33 1 The Contractor shall submit a summary sheet for each pipe segment for review by the 2 Engineer prior to the start of work, identified by the pipe numbers and structures shown on 3 the plan. Summary sheets must include: 4 1. Calculated minimum thickness of liner and assumptions used as the basis for 5 calculations. The liner shall provide complete structural support without considering any 6 structural support from the existing pipe except during construction. Include roller gap 7 settings to achieve minimum thickness. 8 2. Pipeliner and resin manufacturer's certification that the resin and catalyst system meets 9 requirements of each site where CIPP will be placed and is compatible with the intended 10 installation method, service conditions, preliner and existing host pipe material including 11 bituminous coatings 12 3. Identification of supplier and manufacturer's recommendations for: 13 a. Minimum pressure to hold the tube tight against the host pipe 14 b. Maximum allowable pressures to ensure no damage to the tube or to the host pipe 15 c. Resin (including trade name), resin enhancer, and bond enhancer identification and 16 typical properties including identification of supplier and resin test results with infrared 17 scans of both the reacted and unreacted resin 18 d. Post -cure temperature 19 e. Cure pressures including the minimum cold, maximum heated, and maximum cold 20 pressures 21 f. Cure time including accommodations for the effects of the anticipated heat sink 22 conditions and variation over the length of the host pipe. 23 g. Expected maximum exothermic temperature 24 h. Method of liner insertion such as air inversion, water inversion, or pulled -in -place 25 4. Proposed cure method such as water, hot steam or UV, including curing procedure 26 detailing the curing medium and the method of application. 27 5. Proposed length, access and termination points for each segment 28 6. Resin enhancer data (if applicable) including: 29 a. Size range in microns 30 b. Amount used in the formulated resin 31 c. Bond - enhancing coating material 32 d. Certification from the resin manufacturer or formulator that bond enhancer is 33 compatible with the resin system 34 e. Certification from the bond enhancer manufacturer that the material is suitable for 35 use in aqueous environments 36 7. Fabric tube description including: 37 a. Identification of supplier 38 b. Types of impermeable membranes and relative juxtaposition such as inner layer, 39 outer layer, or both 40 c. Maximum pulling force that will not damage fabric tube for pulled -in -place 41 installations 42 8. Manufacturers' shipping, storage and handling recommendations for all components of 43 the CIPP System. 44 9. Installation procedure for both insertion and resin curing 45 10. Sealing materials such as quick -set epoxy mortar, high viscosity epoxy, or hydrophilic 46 vulcanized expansive rubber strip 47 11. Preliner description, preliner splicing recommendations, and identification of the supplier 48 12. Description of nontoxic lubricant for inversion installation. Lubricant must not (1) have 49 any detrimental effects on the fabric tube, resin, or boiler and pump system, (2) support 50 the growth of bacteria, and (3) adversely affect the fluid to be transported. 51 13. Record of annual calibration for pressure and temperature equipment performed by an 52 independent testing agency including: City of Federal Way RFB # 16 -007 SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 34 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 a. Standards traceable to the National Institute of Standards and Technology b. Formal reporting procedure, including published test forms c. Sample of a temperature and pressure log to be used for monitoring the resin curing process. Logs must have temperatures for resin, water, or steam and pressure noted at 5- minute intervals. Logs must identify the date, fabric tube thickness, and drainage system number shown for the corresponding pipe. d. Test results from an independent testing agency for 10,000 -hour, 50 -year flexural creep modulus test under ASTM D 2990. If authorized 10,000 -hour tests are not available, for all formula calculations, use a minimum 75 percent reduction (25 percent retention) of the flexural modulus of elasticity for all formula calculations. Determine the flexural modulus of elasticity under ASTM D 790, Procedure A, and meet the requirements of ASTM D 5813, and Table 1 within ASTM F 2019, ASTM F 1216, or ASTM F 1743. The Contractor shall provide a statement of Contractor's experience and certification on manufacturer's letterhead indicating they are approved by the fabric tube and resin manufacturer to perform CIPP installation work. The Contractor shall have a minimum of three (3) years of continuous experience installing CIPP liners in pipe of a similar size, length, and configuration as contained in this contract. A minimum of 150,000 linear feet of shop wet -out liner installation is required and a minimum of six (6) onsite wet -out installations are required as specifically applicable to this contract. The lead personnel including the superintendent, the foreman and the lead crew personnel for the CCTV inspection, resin wet -out, the CIPP liner installation, liner curing and the robotic lateral reconnections each must have a minimum of one (1) year of total experience with the CIPP technology proposed for this contract and must have demonstrated competency and experience to perform the scope of work contained in this contract. The name and experience of each lead individual performing work on this contract shall be submitted. The Contractor shall submit a Safety Plan to the Engineer, prior to beginning any work, identifying all competent persons. The plan shall include a description of a daily safety program for the job site and all emergency procedures to be implemented in the event of a safety incident. All work shall be conducted in accordance with the Contractor's submitted Safety Plan. Particular attention is drawn to the safety requirements involving Work with scaffolding and entering confined spaces. If a street must be closed to traffic to install the CIPP liner, the contractor shall furnish a detailed traffic control plan and all labor and equipment necessary. 7- 06.3(2) Pre - installation CCTV Inspection and Cleaning of Host Pipe The Contractor shall clean each pipe to be relined prior to the installation of Cured -in -Place pipe to assure that there are no obstructions or deleterious substances present that would interfere with the installation. Such obstructions and substances may include, but not be limited to, sludge, dirt, sand, mineral deposits, rocks, gravel, grease, roots, and other solid or semi -solid materials. The equipment required to perform this work shall be standard vacuum /jet rodding trucks that operate on the vacuum principle for the removal of solids and must have a sufficient 1 -in minimum inlet diameter hose with water pressure and capability of jet rodding storm drain lines and removing solids /debris in a single operation for a distance of at least 400 feet from said equipment. The repair of any damage caused by cleaning equipment shall be the responsibility of the contractor. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 35 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Sludge, dirt, sand, rocks, gravel, grease and other solids or semi -solid material resulting from the cleaning operation shall be trapped and removed from the manhole of the sections being cleaned. Passing materials from manhole section to manhole section could cause line blockages and shall not be permitted. Shavings from lateral cut -outs shall be removed. Trucks hauling solids or semi - solids from the site shall be watertight so that no leakage or spillage will occur. Under no circumstances shall liquids or solids be dumped onto the ground surface, streets, catch basins, or storm drains. Materials removed from the storm drains during the cleaning operation, shall be disposed of in accordance with local ordinances associated with vactor decanting. Contractor to provide the Engineer with trip tickets documenting proper disposal of solids. It shall be the responsibility of the Contractor to clear the line of obstructions that will interfere with the installation and long -term performance of the CIPP, and to haul and dispose of the waste materials. The cost of such work shall be included in the Bid price for Standard Pipe Cleaning. If the obstructions in the host pipe cannot be removed by standard jet rodding and mechanical or other equipment is required, this type of cleaning shall be classified as heavy pipe cleaning. If the need for heavy pipe cleaning is encountered, the Contractor shall first report this information to the Engineer. Heavy pipe cleaning shall only be performed upon the Engineer's approval and authorization in writing on a case by case basis. The Engineer may decide to proceed with the CIPP lining operation without heavy cleaning. Once authorized, the Contractor shall begin to perform the heavy pipe cleaning. The Contractor shall be compensated for this work under the bid item force account If pre - installation inspection reveals an obstruction, misalignment, broken or collapsed section or sag that was not identified as part of the original scope of work and will prohibit proper installation of the CIPP, the Contractor may be directed by the Engineer to correct the problem(s) prior to lining by utilizing open cut repair methods. The Contractor shall be compensated for this work under the bid item force account The Contractor shall perform a CCTV inspection, prior to the installation of the CIPP. The CCTV system shall consist of a 360- degree radial view closed circuit television camera (a.k.a. pan and tilt). All inspections should be done in a PACP format, with uploadable capability to the City's Granite database. The Contractor shall notify the Engineer a minimum of 48 hours prior to performing the CCTV inspection and shall provide the Engineer with a copy of the CCTV video and report prior to the installation of the liner. The Contractor shall also, during this inspection, identify and determine the exact locations of any lateral connections. If a lateral is detected that is not shown on the plans, the Contractor shall notify the Engineer as soon as possible. The Engineer will determine whether the lateral is live and need to be reinstated. The notice of physical completion of the project will not be issued until all the pre - installation videos are reviewed by the Engineer and all laterals are reinstated by the Contractor. If the Contractor failed to determine the exact location of any lateral prior to the CIPP installation, it is the Contractor's responsibility to find the location of the lateral and reinstate it. The Contractor shall be responsible for any and all additional costs above and beyond the unit bid price for Lateral Reinstatement. If the installed mainline CIPP liner is damaged in the process of locating the lateral, the Contractor shall be responsible for repairing the damage to the Engineer's satisfaction and shall bear all the costs of the repair work. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 36 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 7- 06.3(3) Flow Bypassing The Contractor shall furnish a temporary flow bypass system for each reline site as needed. The bypass system shall be designed to maintain uninterrupted flows in and around the line segment to be relined. The pump and bypass system shall be of adequate size and capacity to handle the type and quantity of flows at each location. It shall be the Contractor's responsibility to determine the size and type of bypass system to use. A plan for the bypass system must be submitted to the Engineer for review prior to mobilization to the job site. The review is for content only and does not relieve the Contractor of his /her responsibilities to design an adequate system. Any damage resulting from the bypass operation shall be addressed by the Contractor, at the Contractor's expense. The City shall be held harmless for any damages caused by the flow bypassing operation. 7- 06.3(4) Installation Preparation Prior to the CIPP installation, the Contractor shall grout and fill any voids observed during the pre - installation CCTV. The Contractor shall submit the proposed grout mixture to the Engineer prior to ordering to verify the mixture is appropriate for the application. 7- 06.3(5) CIPP Installation The CIPP preliner and liner shall be installed and cured in the host pipe per the manufacture's specifications and as described and submitted in the work plan. CIPP installation shall be in accordance with the applicable ASTM standards, with the exception that the wet -out tube shall be positioned in the pipeline using the method specified by the manufacturer. Care should be exercised not to damage the tube as a result of the installation. The tube should be pulled -in or inverted through an existing manhole and fully extended to the next designated manhole or termination point. The Contractor shall submit a procedural checklist from start to finish of the CIPP installation, including wet -out documentation. Prior to installation and as recommended by the manufacturer, remote temperature gauges or sensors shall be placed inside the host pipe to monitor the temperatures during the cure cycle. Liner and /or host pipe interface temperature shall be monitored and logged during curing of the liner. 7- 06.3(5)A Resin Impregnation 1. The fabric tube shall be vacuum - impregnated with resin (wet -out) under controlled conditions. The materials and wet -out procedure shall be subject to inspection by the Engineer. 2. Use a volume of resin sufficient to fill all voids in the liner material at nominal thickness and diameter. The volume should be adjusted by adding excess resin for the change in resin volume due to polymerization and to allow for any migration of resin into the cracks and joints of the host pipe, per ASTM F1216, Section 7.2, Resin Impregnation. 3. Trip tickets documenting roller gap setting and the amount of resin used for each lining to be provided to the Engineer prior to each installation and signed by the Wet -Out crew supervisor. 4. The resin impregnated tube shall be stored in such a manner that it will not be damaged, exposed to direct sunlight, exposed to any curing environment, or result in a public safety hazard. All materials shall be subject to inspection and review prior to installation. City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 37 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 7- 06.3(5)B Liner Installation 1. Install preliner tube in the presence of the Engineer. The preliner tube must control resin loss and liner thickness and prevent blocked laterals. For long segments, several sections of preliner tube may be spliced together in compliance with the preliner manufacturer's instructions for forming a tube of adequate length. CIPP must be removed and reinstalled if Contractor failed to install the required preliner over the entire segment of host pipe. 2. The impregnated tube shall be inserted through an existing manhole by means of the Manufacturer /Assembler's recommended installation process and in accordance with ASTM F1216. The application of a hydrostatic head, compressed air, or other means shall fully extend the liner to the next designated manhole. The rate of the liner installation shall not exceed the maximum rate recommended by the Manufacturer /Assembler. 3. If CIPP installation requires Pull/Winch Method, the impregnated tube shall be pulled into place in accordance with ASTM F1743 within the host pipe with the aid of a power winch that for felt tubes is equipped with a device to monitor the force and prevent excessive tension and tube elongation. The maximum allowable longitudinal elongation, or stretch, of the material shall be one (1) percent. The longitudinal stretch of the tube shall be gauged by comparing markers on the fully inserted tube to the actual length of pipe being rehabilitated. The Contractor shall use a flexible and impermeable calibration hose to inflate the tube. The calibration hose may or may not remain in the complete installation. Any dry tube or inflation hose material that enters the existing pipe that has not been previously vacuum - impregnated with resin cannot be included in the structural wall of the CIPP. Hose materials remaining in the installation shall be compatible with the resin system used, shall bond permanently with the tube, and shall be translucent to facilitate post - installation inspection. Hose materials that are to be removed after curing shall be of a non - bondable material. 4. The impact of slope and grade change shall be accounted for in the design and installation of liners on steep slopes. 5. A lubricant may be used by the Contractor at their discretion to reduce friction during the liner installation. The lubricant shall be approved for use by both the Manufacturer /Assembler and the Engineer and shall be a nontoxic, oil -based product that has no detrimental effect on the liner and resin, does not support bacteria growth, or affect the general characteristics of stormwater runoff. 7- 06.3(5)C Curing 1. After placement is completed, the Contractor shall provide a suitable heat source and distribution equipment to circulate hot water, air, and /or steam throughout the pipe as recommended by the manufacturer. The equipment shall be capable of uniformly raising the temperature above the temperature required to cure the resin as identified by the manufacturer based on the resin /catalyst steam employed. 2. After installing the CIPP, use a suitable heat source that is either hot water, steam, or steam with air. The delivery system must be capable of providing the required amount of heat uniformly throughout the section to completely cure the resin and be fitted with suitable continuous monitoring thermocouples to gauge the temperature of the incoming and outgoing curing medium. The temperature of the curing medium shall meet the requirements of the resin manufacture and shall be monitored throughout the curing process. Remote sensing devices shall be placed at both ends of the liner in manholes City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 38 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 between the impregnated tube and the pipe invert to monitor the outside temperature of the CIPP. 3. Record the temperature from each remote sensing device on a continuous tape from a strip -chart recorder. The tape readings must represent the temperature from start to completion of the resin - curing process and draining the CIPP. Record temperature every 5 minutes and submit the tape and log of recorded temperatures within 48 hours after completing the resin - curing process. 4. Initial curing shall be deemed complete when the remote sensing devices achieve the manufacturer's required curing temperatures for either resin, catalyst, or both. The curing temperature must comply with the submitted data and shall be held for the period recommended by the resin manufacturer during which time the recirculation of curing medium shall continue. 5. UV curing must conform to ASTM F 2019, Section 6.7 Curing Methods - Ultraviolet Light Curing. All light train sensor readings, recorded by the tamper proof computer, shall provide output documenting the cure along the entire length of the installed liner. 7- 06.3(5)D Cool Down 1. Cool the liner down to the temperature specified by the resin manufacturer following the cure period, at the cooling rate specified by the resin manufacturer, for the duration specified by the resin manufacturer, prior to relieving static head. 2. Care should be taken to ensure that a vacuum is not induced that could damage the new CIPP during the release of head on the new CIPP. The temperature of water released downstream should be cooled below 65 °F to prevent a significant warming of the downstream receiving water. 7- 06.3(6) Sealing of pipe liner at the ends and the finished pipe liner For all installations, the beginning and end of the new pipe liner shall be sealed to the rehabilitated host pipe to prevent water movement between the two systems. The Contractor shall seal the beginning and end of the new pipe liner with a watertight end seal subject to the approval of the Engineer. The finished pipe liner shall be continuous over the length of the host pipe mainline run and shall conform to the walls of the host pipe. The liner shall be free of all visual and material defects. There shall be no pits, pinholes, pilot holes, gouges or cracks. The surface shall be smooth and free of waviness, bumps, or bulges throughout the pipe. Any defects which may, in the opinion of the Engineer, affect the integrity or strength of the pipe liner, shall be repaired at the Contractor's expense in a manner satisfactory to the Engineer. 7- 06.3(7) Reinstatement of laterals and post installation CCTV inspection After the reline material has cured, and material testing has been completed, the Contractor shall then proceed to reinstate laterals to a minimum of 95% of their original diameter but not more than 100 percent of the service connection opening. The liner shall be made flush with the invert of the lateral. The opening, when complete, shall be smooth with no rough edges that could cause debris to collect and cause future blockages. In the event that lateral reinstatement results in an opening greater than 100 percent of the lateral connection opening, the Contractor shall install a CIPP type repair, sufficiently sized to completely cover the over -cut service connection. No additional compensation will be paid for the repair of over -cut service connections. City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The post installation inspection shall be completed by PACP certified personnel and made with no flow in the pipe. The view shall be up close, and shall slowly pan the entire lateral opening. During the post CCTV inspection, the camera must show the new CIPP at the initial MH as well as the end MH to provide visual on the sealer for the liner. A clear and close up view of the cut at the lateral invert shall be a part of the post installation video. The quality of the picture must be clear, in focus, and adequately lighted. If, in the opinion of the Engineer, the post CCTV inspection videos are dimly lit, out of focus, or do not clearly show the restored lateral cut outs, etc., the Engineer will reject said videos and will require re- inspections by the Contractor, at no additional cost to the City. If the re- inspection with new video files are not submitted to the Engineer within 30 calendar days of written notification, the Engineer reserves the right to have the lines in question, re -TV inspected by other forces at the Contractor's expense. 7- 06.3(8) Contractor requirements and responsibilities The Contractor shall be responsible for all direct and incidental work required in installing the liner. This Work shall include, but may not be limited to, the following: 1. Providing the Engineer with a Traffic Control Plan to include in the right -of -way Permit (see Section 1 -07.6 and Appendix C). 2. Instituting Traffic Control (see Section 1 -10). 3. Off -shift working hours due to traffic or other unforeseen problems. 4. Public relations, informing residents /businesses which will be affected by the relining operation. When required by the Engineer, the Contractor shall provide names and phone numbers of residents /business owners that have been informed of the relining operation. 5. Coordinating Work with other utilities /municipalities, working in same area. 6. Acquiring noise variances when required. When required by the Engineer, the Contractor will dampen the noise as much as possible. 7. Obtaining hydrant permits for water supply. 8. Bypass pumping of the storm sewer line. 9. Cleaning, root and debris removal, and inspection of the host pipe by using a 360- degree radial view closed circuit television camera (a.k.a. pan and tilt) which shall be used in all television reports required by this Contract. All inspections shall be from the downstream MH to the upstream MH. 10. Determining the exact location of all laterals. 11. Removal of intruding laterals. 12. Repairing /grouting observed damage and voids surrounding the host pipe. 13. Installing and molding the liner to the host pipe. 14. Reinstatement of all active laterals. 15. Sealing the liner at the manholes. 16. Furnishing a post installation closed circuit television DVD -R disc per to the City for final acceptance prior to payment for the liner. 17. Repairing or replacing a defective liner, if required by the Engineer. 18. Protecting all existing landscaping, including trees, shrubbery, and lawns as well as all buildings, fences, pavements and all other existing improvements. The costs for all labor, equipment, and materials required for the protection or replacement of said items shall be incidental to the various Bid items that comprise this Contract and no separate payment will be made. The Contractor shall maintain the Project Site in a neat and orderly condition throughout the construction period. The Contractor shall absorb any type of lubricant used in the relining City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 process that has spilled in the Right -of -Way as well as on private property. The Contractor shall cleanup, restore existing surface conditions and structures, and repair any of the CIPP system determined to be defective. The Contractor shall conduct installation operations and schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, businesses, and property owners or tenants. The Project Site shall be left in a neat and orderly condition, similar or equal to that prior to construction. 7- 06.3(9) Quality Assurance A detailed quality control plan (QCP) shall be submitted to the Engineer that fully represents and conforms to the requirements of these specifications. At a minimum the QCP shall include the following: 1. Detailed discussion of the proposed quality controls to be performed by the Contractor. 2. Defined responsibilities of the Contractor's personnel for assuring that all quality requirements for this contract are met. These shall be assigned, by the Contractor, to specific personnel. 3. Proposed procedures for quality control, including a procedural checklist for each stage of the installation. Product sampling and testing shall be defined and submitted as part of the plan. 4. Proposed methods for product performance controls, including method of and frequency of product sampling and testing both in raw material form and cured product form. 5. A scheduled performance and product test results review between the Contractor and the City at a regularly scheduled job meeting. 6. Inspection forms and guidelines for quality control inspections shall be prepared in accordance with the standards specified in this contract and submitted with the QCP. If any CIPP liner installation is unacceptable to the Engineer, the Contractor shall reinstall the liner at the Contractor's expense. The finished CIPP shall be continuous over the entire length of an insertion run between two maintenance holes or access points, and shall be free from visual defects such as foreign inclusions, dry spots, lift spots, pinholes, and delaminating. Wrinkles in the finished CIPP greater than 5 percent of the pipe diameter are unacceptable and shall be removed and repaired by the Contractor at the Contractor's expense. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review. No wrinkles in the CIPP are allowed within 4 feet of liner terminations at maintenance holes or access points. 7- 06.3(10) Warranty The Contractor shall provide a full materials warranty from the pipe liner manufacturer for a period of five (5) years from the date of liner installation. In the event that any materials defects are found during the 18 month warranty period, the 5 year materials warranty will start from the time any repairs have been made and accepted by the Engineer. The Contractor shall warrant each mainline lined with the specified product against defects in surface preparation, lining application, and workmanship for a period of 18 months from the date of final acceptance of the Project. The Contractor shall, within one month of written notice thereof, repair defects in materials and workmanship that may develop during said 18- month period. Defects shall be defined as: evidence of visible leakage of groundwater through the CIPP system, delaminating of any portion of the CIPP system as visible from CCTV inspection, or separation of any part of the CIPP system from the host pipe to the City of Federal Way RFB # 16 -007 SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 41 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 extent that the CIPP system inside diameter in the separated area is 95 percent or less of the completed CIPP system inside diameter. Repairs shall include removal of the existing liner and relining if possible, or excavation and replacement of the section of pipe where the defect occurs. 7- 06.3(11) Testing 1. All testing shall be performed by an independent third party testing laboratory selected by the City as recommended by the CIPP manufacturer. The laboratory must have facilities and staff capable of performing tests in accordance with applicable ASTM test methods to confirm compliance with the requirements specified in these contract documents. 2. Within 21 days of completing the resin curing at a given pipe location, submit the test results from an independent testing agency. Allow 3 business days for the Engineer's review. The report must be signed by an engineer who represents the independent testing agency and is registered as a civil engineer in the State. The report must include: a. Infrared spectrographic chemical fingerprint. Run and compare the infrared spectrographic chemical fingerprint of the field sample with the accepted fingerprint from the pre - installation informational submittal. Verify that the field - sample resin system is the same as the authorized resin system. b. Flexural strength and flexural modulus test results for field samples c. Thickness measurements for the liner using industry proven, non - destructive methods. d. Description of the defects in the tested samples in terms of the effect on CIPP performance. 3. All of the provisions of Section 7- 04.3(1)F shall apply, except that all rehabilitated pipes shall be low pressure air tested prior to reinstatement of lateral tap connections. 4. Restrained field samples shall be provided per ASTM F 1216. The samples should be cut from a cured section of cured CIPP at an intermediate manhole or at the termination point that has been inverted through a like diameter pipe that has been held in place by a suitable heat sink, such as sandbags. The sample will be large enough to allow for a minimum of five specimens for flexural testing per ASTM D790 by the Engineer. The cured liner shall be sampled and tested for flexural strength, flexural modulus and wall thickness. The samples shall be clearly marked, identifying the location, date, diameter and wall thickness. 7 -06.4 MEASUREMENT "Standard Pipe Cleaning" will be measured per linear foot of pipe cleaned and will include all labor, equipment, materials and the cost of material disposal. Heavy Pipe Cleaning will be measured per linear foot of pipe cleaned and will include all labor, equipment and the cost of material disposal. The bid item for Heavy Pipe Cleaning will only be used if large rocks, roots, debris and /or obstructions found require cleaning efforts beyond jetrodding as part of "Standard Pipe Cleaning." "18 -in Cured -In -Place Pipe" repair shall be measured per linear foot along the length of pipe installed. The length shall be measured from centerline of manhole to centerline of manhole. "Lateral reconnection" shall be measured per each. 7 -06.5 PAYMENT City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 42 RFB # 16 -007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Payment will be made for the following bid items: "Standard Pipe Cleaning ", per linear foot. I8 -in Cured -In -Place Pipe Repair ", per linear foot. "Lateral reconnection," per each. The per linear foot price for the bid item "18 -in Cured -In -Place Pipe Repair" shall be full compensation for all work (materials, labor and equipment) necessary to install the complete cured -in -place pipe liner, including, but not limited to: a. Obtaining or providing information for all necessary permits (Street Use, Hydrant Permits, any necessary noise variances); b. Public relations, informing residents /businesses which will be affected by the re- lining operation; C. Coordinating Work with other utilities working in same area; d. Bypass pumping of the storm sewer pipe; e. Cleaning and inspection of the host pipe by using a 360- degree radial view closed circuit television (CCTV) camera (a.k.a. pan and tilt) which shall be used in all television reports required by this Contract; f. Preliner installation; g. Liner installation; h. Post installation CCTV inspection and testing i. Preservation and /or restoration of all existing landscaping, trees, shrubs, lawns, fences, pavement or other existing improvements. City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 43 RFB # 16 -007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8- 01.3(1) General Section 8- 01.3(1) is supplemented with the following: The Contractor shall clean all roadways, streets, sidewalks, open spaces and appurtenances of all material or debris which are dropped or otherwise deposited thereon as a result of the Contractor's operations. All such areas shall be cleaned at the conclusion of each day's operations and at such other times as ordered by the City. If the roadways, streets, and appurtenances are not properly cleaned, as determined by the City, and the condition of the excavation so warrants, the Contractor shall provide facilities to remove clay or other deposits from tires or between dual wheels or outside of truck beds before trucks and other equipment may be allowed to travel over paved streets. Any violation of the above requirements will be sufficient grounds for the City to order the roadways, streets, sidewalks and appurtenances cleaned by others and to deduct all costs of such cleaning from any monies due or to become due to the Contractor. 8- 01.3(1)A Submittals Section 8- 01.3(1)A is supplemented with the following: The preliminary Temporary Erosion and Sediment Control (TESC) general requirements are shown on the Plan. These general requirements are the minimum TESC measures that will be required. It is included on the Plan as a guide for the Contractor's convenience. Additional control measures may be required and the Plan modified due to weather conditions and /or the Contractor's means and methods of construction. The Contractor is required to submit his /her own TESC Plan to the City for review. The TESC Plan shall be developed for construction activities required by this Contract, and include a detailed description of the methods, sequencing, proposed types and quantities of materials, and schedule of implementation, inspection, and removals, in accordance with the plans and these special provisions. As construction progresses and or seasonal conditions dictate, the Contractor shall anticipate that more water pollution /erosion control measures may be necessary. The Contractor shall be solely responsible for the adequacy of the TESC Plan and if erosion sediment and other pollutant control measures in deviation or addition to those described in the TESC Plan become necessary to minimize erosion and prevent storm water contamination from sediment and other pollutants, the Contractor shall prepare and submit a revised TESC Plan to the Engineer for review. 8- 01.3(1)C1 Disposal of Dewatering Water Delete this Section and replace it with the following: City of Federal Way SW 320th St at 1St Ave S and Marine Hills Way Pipe Repairs 44 RFB # 16 -007 1 When uncontaminated groundwater with a pH range of 6.5 — 8.5 is encountered, it may be 2 disposed of as follows: 3 1. When the turbidity of the groundwater is 25 NTU or less, it may bypass detention and 4 treatment facilities and be discharged into the stormwater conveyance system at a 5 rate that will not cause erosion or flooding in the receiving surface water body. 10 11 12 13 14 15 16 17 18 19 20 21 2. When the turbidity of the groundwater is not more than 25 NTU above or 125 percent of the turbidity of the site stormwater runoff, whichever is greater, the same detention and treatment facilities as used to treat the site runoff may be used. 3. When the turbidity of the groundwater is more than 25 NTU above or 125 percent of the turbidity of the site stormwater runoff, whichever is greater, the groundwater shall be treated separately from the site stormwater. Alternatively, the Contractor may pursue independent disposal and treatment alternatives that do not use the stormwater conveyance system. 8 -01.5 Payment Section 8 -01.5 is deleted and replaced with the following: The work described in this section shall not be paid separately and all costs shall be included in other Contract bid items associated with this work. City of Federal Way SW 3201h St at 1St Ave S and Marine Hills Way Pipe Repairs 45 RFB # 16 -007 APPENDIX A STANDARD PLANS AND DETAILS W m m Ip 0 0 W W O O r r LL, Fr 3 W &mac uLL L, w r n n a o c� Z N M N w OaD � U J OW F ~WO dH OJ Jm Z W Ld � 30 W J O N �y `ice �kF Y 3 m e i h H Hill 0 wO � � N of Q � d W � � y O O J � � J J N 07 y > > O w d d L L� � � m _ O ¢ ¢� Y W _ Z Z C x > C C/) x w3 m< r r U U OO W C C} Q Q cl� U p _Z m m U U W m m Fo00- W �Q Q Ld � Q < g �o Z Z m m n Zo W U \r O O O Z U1 x r r ~ W Q X >1 E X X < O O ¢ u X ¢ X ED -M u X U � � W � Q X W N 2� I �/ L W L U 0 N m O � } D ~ }. D F O Owa U A\ O O U (� p M X V O > w co w >, O v- m m aa � N w OaD � U J OW F ~WO dH OJ Jm Z W Ld � 30 W J O N �y `ice �kF Y 3 m e i h �y `ice �kF Y 3 m e i h APPENDIX B PREVAILING WAGES AND BENEFIT CODE KEY https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 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: 6/15/2016 County Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $43.95 5D 1H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Journey Level $52.82 5A 1M King Brick Mason Pointer- Caulker - Cleaner $52.82 5A 1M King Building Service Employees Janitor $22.09 5S 2F King Building Service Employees Traveling Waxer /Shampooer $22.54 5S 2F King Building Service Employees Window Cleaner (Non - Scaffold) $23.99 5S 2F King Building Service Employees Window Cleaner (Scaffold) $26.78 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $54.02 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $54.02 5D 4C King Carpenters Carpenter $54.02 5D 4C King Carpenters Carpenters on Stationary Tools $54.15 5D 4C King Carpenters Creosoted Material $54.12 5D 4C King Carpenters Floor Finisher $54.02 5D 4C King Carpenters Floor Layer $54.02 5D 4C King Carpenters Scaffold Erector $54.02 5D 4C King Cement Masons Journey Level $53.95 7A 1M King Divers Et Tenders Diver $107.22 5D 4C 8A King Divers Et Tenders Diver On Standby $64.42 5D 4C King King Divers Et Tenders Diver Tender Surface Rcv Et Rov Operator $58.33 5D 4C Divers Et Tenders $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator Tender $54.27 5A 4C King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F King Dredge Workers IL-everman, Hydraulic $58.67 5D 3F 1 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $54.02 5D 1 H King Drywall Tapers Journey Level $54.07 5P 1E King Electrical Fixture Maintenance Journey Level $27.24 5L 1 E Workers King Electricians - Inside Cable Splicer $69.77 7C 4E King Electricians - Inside Cable Splicer (tunnel) $74.95 7C 4E King Electricians - Inside Certified Welder $67.41 7C 4E King Electricians - Inside Certified Welder (tunnel) $72.37 7C 4E King Electricians - Inside Construction Stock Person $37.94 7C 4E King Electricians - Inside Journey Level $65.05 7C 4E King Electricians - Inside Journey Level (tunnel) $69.77 7C 4E King Electricians Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $74.92 5A 4D King Electricians - Powerline Construction Certified Line Welder $65.71 5A 4D King Electricians - Powerline Groundperson Construction Electricians - Powerline Heavy Line Equipment Operator Construction Electricians - Powerline Journey Level Lineperson Construction Electricians - Powerline Line Equipment Operator Construction Electricians - Powerline Pole Sprayer Construction $44.12 5A 4D King $65.71 5A 4D King $65.71 5A 4D King $55.34 5A 4D King $65.71 5A 4D King Electricians - Powerline Construction Powderperson $49.16 5A 4D King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic Mechanic In Charge All Classifications - In- Factory Work Only Fence Erector Journey Level $85.45 7D 4A King King King Elevator Constructors $92.35 7D 4A Fabricated Precast Concrete $16.55 5B 1R Products Fence Erectors $15.18 1 King flag Qers $37.26 $56.16 $63.18 7A 7L 5J 31 1y is King Glaziers Heat Et Frost Insulators And Journey Level King Journeyman Journey Level Asbestos Workers King Heating Equipment Mechanics $72.83 7F 1E King Hod Carriers Et Mason Tenders Journey Level Journey Level Boat Operator $45.32 7A 31 King Industrial Power Vacuum Cleaner Inland Boatmen $9.47 1 King $56.78 5B 1K King Inland Boatmen Cook $53.30 5B 1K King Inland Boatmen IDeckhand $53.30 5B 1 K 2 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Inland Boatmen Deckhand Engineer $54.32 5B 1K King Inland Boatmen Launch Operator $55.57 5B 1 K King Inland Boatmen Mate $55.57 5B 1K King Inspection /Cleaning /Sealing Of Cleaner Operator, Foamer Operator Grout Truck Operator Head Operator $31.49 1 Sewer Et Water Systems By Remote Control King Inspection /Cleaning /Sealing Of $11.48 1 Sewer Et Water Systems By Remote Control Inspection /Cleaning /Sealing Of King $24.91 1 Sewer Et Water Systems By Remote Control King Inspection /Cleaning /Sealing Of Technician Tv Truck Operator $19.33 1 Sewer Et Water Systems By Remote Control King Inspection /Cleaning /Sealing Of $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $54.02 5D 4C King Ironworkers Journeyman $63.53 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $43.95 $45.32 7A 7A 31 31 King Laborers Airtrac Drill Operator King Laborers Ballast Regular Machine $43.95 7A 31 King Laborers Batch Weighman $37.26 7A 31 King Laborers Brick Pavers $43.95 7A 31 King Laborers Brush Cutter $43.95 7A 31 King Laborers Brush Hog Feeder $43.95 7A 31 King Laborers Burner $43.95 7A 31 King Laborers Caisson Worker $45.32 7A 31 King Laborers Carpenter Tender $43.95 7A 31 King Laborers Caulker $43.95 7A 31 King Laborers Cement Dumper - paving $44.76 7A 31 King Laborers Cement Finisher Tender $43.95 7A 31 King Laborers Change House Or Dry Shack $43.95 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $43.95 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $44.76 7A 31 King Laborers Choker Setter $43.95 7A 31 King Laborers Chuck Tender $43.95 7A 31 King Laborers Clary Power Spreader $44.76 7A 31 King Laborers Clean -up Laborer $43.95 7A 31 King Laborers Concrete Dumper /chute Operator $44.76 7A 31 King Laborers Concrete Form Stripper $43.95 7A 31 King Laborers Concrete Placement Crew $44.76 7A 31 King Laborers Concrete Saw Operator /core Driller $44.76 7A 31 King Laborers Crusher Feeder $37.261 7A 31 3 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Laborers Curing Laborer $43.95 7A 31 King Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $43.95 7A 31 King Laborers Ditch Digger $43.95 7A 31 King Laborers Diver $45.32 $44.76 7A 7A 31 31 King Laborers Drill Operator (hydraulic, diamond) Dry Stack Walls King Laborers $43.95 7A 31 King Laborers Dump Person $43.95 7A 31 King Laborers Epoxy Technician $43.95 7A 31 King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller Et Bucker Chain Saw $44.76 7A 31 King Laborers Fine Graders $43.95 7A 31 King Laborers Firewatch $37.26 7A 31 King Laborers Form Setter $43.95 7A 31 King Laborers Gabian Basket Builders $43.95 7A 31 King Laborers General Laborer $43.95 7A 31 King Laborers Grade Checker Et Transit Person $45.32 7A 31 King Laborers Grinders $43.95 7A 31 King Laborers Grout Machine Tender $43.95 7A 31 King Laborers Groutmen (pressure)including Post Tension Beams $44.76 $43.95 7A 7A 31 31 King Laborers Guardrail Erector King Laborers Hazardous Waste Worker (level $45.32 7A 31 King Laborers Hazardous Waste Worker (level Hazardous Waste Worker (level C) High Scaler Jackhammer $44.76 7A 31 King Laborers $43.95 7A 31 King Laborers $45.32 7A 31 King Laborers $44.76 $44.76 7A 7A 31 31 King Laborers Laserbeam Operator King Laborers Maintenance Person $43.95 7A 31 King Laborers Manhole Builder - mudman $44.76 7A 31 King Laborers Material Yard Person $43.95 7A 31 King Laborers Motorman -dinky Locomotive $44.76 7A 31 King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $44.76 $44.76 $37.26 7A 7A 7A 31 31 31 King Laborers Pavement Breaker King Laborers Pilot Car King Laborers Pipe Layer Lead $45.32 7A 31 King Laborers Pipe Layer /tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.761 7A 31 King Laborers Pipe Reliner 1 $44.761 7A 31 4 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Laborers Pipe Wrapper $44.76 7A 31 King Laborers Pot Tender $43.95 7A 31 King Laborers Powderman $45.32 7A 31 King Laborers Powderman's Helper $43.95 7A 31 King Laborers Power Jacks $44.76 7A 31 King Laborers Railroad Spike Puller - Power $44.76 7A 31 King Laborers Raker - Asphalt $45.32 7A 31 King Laborers Re- timberman $45.32 7A 31 King Laborers Remote Equipment Operator $44.76 7A 31 King Laborers Rigger /signal Person $44.76 7A 31 King Laborers Rip Rap Person $43.95 7A 31 King Laborers Rivet Buster $44.76 7A 31 King Laborers Rodder $44.76 7A 31 King Laborers Scaffold Erector $43.95 7A 31 King Laborers Scale Person $43.95 7A 31 King Laborers Sloper (over 20 ") $44.76 7A 31 King Laborers Sloper Sprayer $43.95 7A 31 King Laborers Spreader (concrete) $44.76 7A 31 King Laborers Stake Hopper $43.95 $43.95 7A 7A 31 31 King Laborers Stock Piler Tamper Et Similar Electric, Air Et Gas Operated Tools Tamper (multiple Et Self - propelled) King Laborers $44.76 7A 31 King Laborers $44.76 7A 31 King Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $44.76 7A 31 King Laborers Toolroom Person (at Jobsite) $43.95 7A 31 King Laborers Topper $43.95 7A 31 King Laborers Track Laborer $43.95 7A 31 King Laborers Track Liner (power) $44.76 7A 31 King Laborers Traffic Control Laborer $39.84 7A 31 8R King Laborers Traffic Control Supervisor $39.84 7A 31 8R King Laborers Truck Spotter $43.95 7A 31 King Laborers Tugger Operator $44.76 7A 31 King Laborers Tunnel Work- Compressed Air Worker 0 -30 psi $74.29 7A 31 King Laborers Tunnel Work- Compressed Air Worker 30.01 -44.00 psi $79.32 7A 31 King Laborers Tunnel Work- Compressed Air Worker 44.01 -54.00 psi $83.00 7A 31 King Laborers Tunnel Work- Compressed Air Worker 54.01 -60.00 psi $88.70 7A 31 8Q King Laborers Tunnel Work- Compressed Air Worker 60.01 -64.00 psi $90.82 7A 31 8� King Laborers Tunnel Work- Compressed Air Worker 64.01 -68.00 psi $95.92 7A 31 8Q King Laborers Tunnel Work- Compressed Air Worker 68.01 -70.00 psi $97.82 7A 31 8� 5 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Laborers Tunnel Work- Compressed Air Worker 70.01 -72.00 psi $99.82 7A 31 8�( King Laborers Tunnel Work- Compressed Air Worker 72.01 -74.00 psi $101.82 7A 31 King Laborers Tunnel Work -Guage and Lock Tender Tunnel Work -Miner $45.42 7A 31 8Q King Laborers $45.42 7A 31 8�( King Laborers Vibrator $44.76 $43.95 $33.86 7A 7A 7A 31 31 31 King Laborers Vinyl Seamer King Laborers Watchman King Laborers Welder $44.76 7A 31 King Laborers Well Point Laborer $44.76 7A 31 King Laborers Window Washer /cleaner $33.86 7A 31 King Laborers - Underground Sewer It Water General Laborer Et Topman Pipe Layer Irrigation Or Lawn Sprinkler Installers $43.95 7A 31 King Laborers Underground Sewer Et $44.76 7A 31 Water Landscape Construction King $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.871 1 King Lathers Journey Level $54.02 5D 1H King Marble Setters Journey Level $52.82 5A 1M King Metal Fabrication In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $55.52 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 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 $39.35 6Z 2B King Pile Driver Journey Level $54.27 5D 4C King Plasterers Journey Level $51.68 111 King Playground Et Park Equipment Journey Level $9.47 1 Installers King Plumbers Et Pipefitters Journey Level $75.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $56.94 7A 3C 8P King Power Equipment Operators Assistant Engineer $53.57 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $56.44 7A 3C 8P 6 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators Batch Plant Operator, Concrete $56.44 7A 3C 8P King Power Equipment Operators Bobcat $53.57 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition Equipment Brooms Bump Cutter Cableways $53.57 7A 3C 8P King Power Equipment Operators $53.57 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators $56.94 7A 3C 8P King Power Equipment Operators Chipper $56.44 7A 3C 8P King Power Equipment Operators Compressor $53.571 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M Concrete Finish Machine -laser Screed Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $56.94 7A 3C 8P King Power Equipment Operators $53.57 7A 3C 8P King Power Equipment Operators $56.00 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $56.44 7A 3C 8P King Power Equipment Operators Conveyors $56.00 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and over $58.67 7A 3C 8P Power Equipment Operators King Cranes: 20 Tons Through 44 Tons With Attachments $56.44 7A 3C 8P Power Equipment Operators King Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $57.51 7A 3C 8P King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments Cranes: 300 tons and over or 300' of boom including jib with attachments $58.10 7A 3C 8P King Power Equipment Operators $58.67 7A 3C 8P King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $56.94 7A 3C 8P Power Equipment Operators King Cranes: A -frame - 10 Tons And Under Cranes: Friction cranes through 199 tons $53.57 7A 3C 8P King Power Equipment Operators $58.10 7A 3C 8P King Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $56.00 7A 3C 8P King Power Equipment Operators Crusher $56.44 7A 3C 8P King Power Equipment Operators Deck Engineer /deck Winches (power) $56.44 7A 3C 8P King Power Equipment Operators Derricks, On Building Work $56.94 7A 3C 8P King Power Equipment Operators Dozers D -9 £t Under $56.001 7A 3C I 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $56.00 7A 3C 8P 7 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators Drilling Machine $57.51 7A 3C 8P King Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $53.57 7A 3C 8P King Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $56.44 7A 3C 8P King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments Forklifts: Under 3000 Lbs. With Attachments Grade Engineer: Using Blue Prints, Cut Sheets, Etc $56.00 7A 3C 8P Power Equipment Operators King $53.57 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators Gradechecker /stakeman $53.57 7A 3C 8P King Power Equipment Operators Guardrail Punch $56.44 7A 3C 8P King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $56.94 7A 3C 8P King Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $56.44 7A 3C 8P King Power Equipment Operators Horizontal /directional Drill Locator $56.00 7A 3C 8P King Power Equipment Operators Horizontal /directional Drill Operator $56.44 7A 3C 8P King Power Equipment Operators Hydralifts /boom Trucks Over 10 Tons $56.00 7A 3C 8P King Power Equipment Operators Hydralifts /boom Trucks, 10 Tons And Under $53.57 7A 3C 8P King Power Equipment Operators Loader, Overhead 8 Yards. Et Over Loader, Overhead, 6 Yards. But Not Including 8 Yards $57.51 7A 3C 8P King Power Equipment Operators $56.94 7A 3C 8P King Power Equipment Operators Loaders, Overhead Under 6 Yards $56.44 7A 3C 8P King Power Equipment Operators Loaders, Plant Feed $56.44 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A 3C 8P King Power Equipment Operators Locomotives, All $56.44 7A 3C 8P King Power Equipment Operators Material Transfer Device $56.44 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $57.51 7A 3C 8P King Power Equipment Operators Motor Patrol Graders $56.94 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $56.94 7A 3C 8P Power Equipment Operators King Oil Distributors, Blower Distribution Et Mulch Seeding Operator $53.57 7A 3C 8P King Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $56.00 7A 3C 8P King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $56.44 7A 3C 8P 8 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $57.51 7A 3C 81 King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $56.94 7A 3C 8P King Power Equipment Operators Pavement Breaker Pile Driver (other Than Crane Mount) Plant Oiler - Asphalt, Crusher $53.571 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P Power Equipment Operators King $56.00 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $53.57 7A 3C 8P King Power Equipment Operators Power Plant $53.57 7A 3C 8P King Power Equipment Operators Pumps - Water $53.57 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $53.57 7A 3C 8P King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $56.94 7A 3C 8P King Power Equipment Operators Rigger And Bellman $53.57 7A 3C 8P King Power Equipment Operators Rigger /Signal Person, Bellman (Certified) $56.00 7A 3C 8P King Power Equipment Operators Rollagon $56.94 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $53.571 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials Roto -mill, Roto - grinder $56.00 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators Saws - Concrete $56.00 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $56.44 7A 3C 8P King Power Equipment Operators Scrapers - Concrete Et Carry All $56.00 7A 3C 8P King Power Equipment Operators Scrapers, Self - propelled: 45 Yards And Over $56.94 7A 3C 8P King Power Equipment Operators Service Engineers - Equipment $56.00 7A 3C 8P King Power Equipment Operators Shotcrete /gunite Equipment $53.57 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $56.00 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $56.94 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $57.51 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons Slipform Pavers $58.10 7A 3C 8P King Power Equipment Operators $56.94 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et Screedman $56.94 7A 3C 8P King Power Equipment Operators Subgrader Trimmer $56.441 7A 3C 8P 9 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators Tower Bucket Elevators $56.00 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $57.51 7A 3C 8P King Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $58.10 7A 3C 8P King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $58.67 7A 3C 8P Power Equipment Operators King Transporters, All Track Or Truck Type Trenching Machines Truck Crane Oiler /driver - 100 Tons And Over $56.94 7A 3C 8P King Power Equipment Operators $56.00 7A 3C 8P King Power Equipment Operators $56.44 7A 3C 8P King Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $56.00 7A 3C 8P King Power Equipment Operators Truck Mount Portable Conveyor $56.44 7A 3C 8P King Power Equipment Operators Welder $56.94 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $53.571 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $56.44 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer Underground Sewer Et Water Power Equipment Operators- Barrier Machine (zipper) Underground Sewer Et Water Power Equipment Operators- Batch Plant Operator, Concrete Underground Sewer Et Water Power Equipment Operators- Bobcat Underground Sewer Et Water $53.57 7A 3C 8P King $56.44 7A 3C 8P King $56.44 7A 3C 8P King $53.57 7A 3C 8P King Power Equipment Operators- Brokk - Remote Demolition Underground Sewer Et Water Equipment Power Equipment Operators- Brooms Underground Sewer Et Water Power Equipment Operators- Bump Cutter Underground Sewer Et Water Power Equipment Operators- Cableways Underground Sewer Et Water Power Equipment Operators- Chipper Underground Sewer Et Water $53.57 7A 3C 8P King $53.57 7A 3C 8P King $56.44 7A 3C 8P King $56.94 7A 3C 8P King $56.44 7A 3C 8P King Power Equipment Operators- Compressor $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M Concrete Finish Machine -laser Screed Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $56.44 7A 3C 8P Underground Sewer Et Water 10 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators- Conveyors $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and over Cranes: 20 Tons Through 44 Tons With Attachments Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $58.67 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $58.10 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 300 tons and over or 300' of boom including jib with attachments $58.67 7A 3C 8P Underground Sewer Et Water Power Equipment Operators- King Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under Cranes: Friction cranes through 199 tons Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons Crusher $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $58.10 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer /deck Winches (power) $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Derricks, On Building Work Dozers D -9 Et Under Drill Oilers: Auger Type, Truck Or Crane Mount $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drilling Machine $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type Finishing Machine, Bidwell And Gamaco Et Similar Equipment $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments Forklifts: Under 3000 Lbs. With Attachments $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Gradechecker /stakeman $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch Underground Sewer Et Water $56.44 7A 3C 8P of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal /directional Drill Locator $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal/ directional Drill Operator $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydralifts /boom Trucks Over 10 Tons $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydralifts /boom Trucks, 10 Tons And Under $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders, Overhead Under 6 Yards $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Graders $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pavement Breaker $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P Underground Sewer Et Water 12 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx King Power Equipment Operators- Posthole Digger, Mechanical $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant Pumps - Water $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger And Bellman $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger /Signal Person, Bellman (Certified) $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roto -mill, Roto - grinder $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete Scraper, Self Propelled Under 45 Yards $56.00 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $56.00 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Scrapers, Self - propelled: 45 Yards And Over $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Service Engineers - Equipment $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete /gunite Equipment $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $58.10 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Slipform Pavers $56.94 7A 3C 8P Underground Sewer Et Water of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Power Equipment Operators- Spreader, Topsider Et Screedman Underground Sewer Et Water Power Equipment Operators- Subgrader Trimmer Underground Sewer Et Water Power Equipment Operators- Tower Bucket Elevators Underground Sewer Et Water Power Equipment Operators- Tower Crane Up To 175' In Underground Sewer Et Water Height Base To Boom $56.94 7A 3C 8P King $56.44 7A 3C 8P King $56.00 7A 3C 8P King $57.51 7A 3C 8P King Power Equipment Operators- Tower Crane: over 175' through 250' in height, base to boom $58.10 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Cranes: over 250' in height from base to boom $58.67 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Transporters, All Track Or Truck Type $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Trenching Machines Truck Crane Oiler /driver - 100 Tons And Over Truck Crane Oiler /driver Under 100 Tons $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor Underground Sewer Et Water Power Equipment Operators- Welder Underground Sewer Et Water Power Equipment Operators- Wheel Tractors, Farmall Type Underground Sewer Et Water Power Equipment Operators- Yo Yo Pay Dozer Underground Sewer Et Water Power Line Clearance Tree Journey Level In Charge Trimmers Power Line Clearance Tree Spray Person Trimmers $56.44 7A 3C 8P King $56.94 7A 3C 8P King $53.57 7A 3C 8P King $56.44 7A 3C 8P King $45.75 5A 4A King $43.38 5A 4A King Power Line Clearance Tree Tree Equipment Operator $45.75 $40.84 5A 5A 4A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Trimmers Power Line Clearance Tree Tree Trimmer Groundperson Trimmers Refrigeration Et Air Conditioning Journey Level Mechanics Residential Brick Mason Journey Level King $30.74 5A 4A King $74.36 6Z 1G King $52.82 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $40.64 5D 4C King Residential Drywall Tapers Journey Level $54.07 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $38.40 7L 1H King Residential Insulation Applicators Journey Level Journey Level $26.28 $23.031 1 1 King Residential Laborers 14 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Pipefitters Journey Level $34.69 $74.36 6Z 1 1 G King King King Residential Refrigeration Et Air Journey Level Journey Level (Field or Shop) Journey Level Journey Level Conditioning Mechanics Residential Sheet Metal Workers $43.461 7F 1 R Residential Soft Floor Layers $44.11 5A 3D King Residential Sprinkler Fitters $42.73 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $52.82 5A 1M King Residential Terrazzo Workers Journey Level $47.461 5A 1M King Residential Terrazzo /Tile Finishers Journey Level $21.46 $25.17 $46.46 5A 1 1 3H King Residential Tile Setters Journey Level King Roofers Journey Level Using Irritable Bituminous Materials Journey Level (Field or Shop) King Roofers $49.46 5A 3H King Sheet Metal Workers $72.83 7F 1 E King Shipbuilding &Ship Repair Boilermaker $40.87 7M 1H King Shipbuilding Ft Ship Repair Carpenter $40.41 7T 2B King Shipbuilding Et Ship Repair Electrician $41.43 7T 4B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $63.18 5.1 1S King Shipbuilding Et Ship Repair Laborer $41.47 7T 4B King Shipbuilding Et Ship Repair Machinist $41.46 7T 4B King Shipbuilding Et Ship Repair Operator $41.39 7T 4B King Shipbuilding Et Ship Repair Painter $41.42 7T 4B King Shipbuilding Et Ship Repair Pipefitter $41.40 7T 4B King Shipbuilding Et Ship Repair Rigger $41.48 7T 4B King Shipbuilding Et Ship Repair Sheet Metal $41.43 7T 4B King Shipbuilding Et Ship Repair Shipfitter $41.481 7T 4B King Shipbuilding Et Ship Repair Trucker $41.32 7T 4B King Shipbuilding Ek Ship Repair Warehouse $41.37 7T 4B King Shipbuilding Et Ship Repair Welder /Burner $41.48 7T 4B King Sign Makers Et Installers (Electrical) Sign Makers Et Installers (Electrical) Sign Makers Et Installers (Non- Electrical) Sign Installer Sign Maker Sign Installer $22.92 1 King $21.36 1 King $27.28 1 King Sign Makers Ft Installers (Non- Electrical) Sign Maker Journey Level $33.25 $44.11 5A 1 3D King Soft Floor Layers King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $70.14 5C 1X King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx King Stone Masons Journey Level $52.82 5A 1M King Street And Parking Lot Sweeper Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site Surveyor $56.00 $55.47 7A 7A 7A 3C 3C 3C 1 8P 8P 8P King King King Surveyors Chainman Surveyors Construction Site Surveyor Telecommunication Technicians Journey Level Telephone Line Construction - Cable Splicer Outside Telephone Line Construction - Hole Digger /Ground Person Outside Telephone Line Construction Installer (Repairer) Outside $56.94 $22.76 King $37.60 5A 2B King $20.79 5A 2B King $36.02 5A 2B King Telephone Line Construction - Special Aparatus Installer 1 $37.60 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $36.82 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Heavy) $37.60 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Light) Telephone Lineperson Television Groundperson $34.94 5A 2B Outside King Telephone Line Construction - $34.93 5A 2B Outside King Telephone Line Construction - $19.73 5A 2B Outside King Telephone Line Construction - Television Lineperson /Installer $26.31 5A 2B Outside King Telephone Line Construction - Television System Technician $31.50 5A 2B Outside King Telephone Line Construction - Television Technician Outside Telephone Line Construction - Tree Trimmer Outside $28.23 5A 2B King $34.93 5A 2B King Terrazzo Workers Journey Level $47.46 5A 1M King Tile Setters Journey Level $21.65 1 King _Tile, Marble Et Terrazzo Finishers Finisher Journey Level $38.29 $43.73 5A 7A 1B 1K King Traffic Control Stripers King Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $51.25 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $50.41 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $51.25 5D 3A 8L King Truck Drivers Dump Truck (W. WA -Joint Council 28) $50.41 5D 3A 8L King Truck Drivers Other Trucks (W. WA -Joint Council 28) Transit Mixer $51.25 5D 3A 8L King Truck Drivers $43.23 1 16 of 17 6/15/2016 11:25 AM https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler Well Driller $12.97 1 Installers King Well Drillers Et Irrigation Pump $18.00 1 Installers of 17 6/15/2016 11:25 AM Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 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. 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. 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. Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued O. 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 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, 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 hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued 2. 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 times the hourly rate of wage. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. 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 times 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 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. 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. Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued D. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium 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. F. All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. 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 work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1 -1/2) times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make -up day at the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. 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. 4. 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. 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. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1 -1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1 -1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1 -1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. 4 Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued 4. D. 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one -half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one -half (1 -1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the 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. 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 Monday or Friday not utilized in the normal four -day, ten hour work week, and Saturday shall be paid at one and one half (1' /z) times the regular shift rate for the first eight (8) hours. 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. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. 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 double the hourly rate of wage. G. All hours worked on Saturdays 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. Holiday Codes A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. 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). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 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). 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, the Friday 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 (I1). 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). Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 6. 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. 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. 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. 7 Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 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. 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. T. 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 falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. 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 Benefit Code Key — Effective 3/2/2016 thru 8/30/2016 Note Codes Continued 8. 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 hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat 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 hazmat 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. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. APPENDIX C PERMIT AND AGENCY APPROVALS Job Start: ROW - Public City of Department #: 16- 102754 -00 -AR Public Works Department �Co "IaG. 33325 8th Ave S .(or called by) Federal Way, WA 98003 Call Job Start #: (253) 835 -2725 Ph: (253) 835 -2700 Fax: (253) 835 -2709 Final. Project Name: SWM CURED IN PLACE PIPE REPAIR Project Address: SW 320TH ST Parcel Number: Project Description: Install cured -in -place at 2 locations. Site #1 SW 320th between 1st & 3rd SW. Site #2 S Marine Hills Way between 5th & 6th Ave S. Pipe size is 18" in diameter and the length of repair will be +/- 330 LF and +/- 150 LF respectively. Duration of project may take up to 30 working days for preinstall inspection, cleaning, installation and post cleaning inspection. No pavement cut or sidewalk removal requested. Owner Applicant Contractor TONY DOUCETTE TBD - NOT YET SELECTED CITY OF FEDERAL WAY - PUBLIC WORKS - SWM 33325 8TH AVE S FEDERAL WAY WA 98003 CONDITIONS: * Permittee Must Notify Public Works @ 253 -835 -2725 24 Hours Prior To Job Start. Call In Each Morning Thereafter When Crew Will Be Working In ROW. Failure To Do So Will Result In A Penalty Fee And A Stop Work Order May Be Issued. * Notify Residents/Property Management of Work To Be Performed If Frontage Will Be Affected or Located. Do Not Block Driveway Access. Coordinate With Affected Residents To Restore Disturbed Landscaping. • Provide Traffic Control In Accordance With WSDOT Standard Plans And The MUTCD. • Work hours TBD by SWM Project Engineer • Crew must have copy of right of way permit & traffic control plan on job site at all times. • Do Not Store Equipment Or Materials In The Right -Of -Way Without Permission Of The City Engineer or Representative. • No Pavement Cut Requested - Work will be done from. existing strorm structures. • Overlay Area S 320th St - Protect Roadway From Equipment. Asphalt Damage Will Require A New Grind & Overlay Or Mitigation Charge. • Any Deviation Of The Approved Plans Must Be Resubmitted To The City For Approval. • Restore R.O.W. Landscape, i.e. Bark, Shrubbery, Irrigation, etc., to Existing Or Better Condition. • Failure To Comply With Terms & Conditions Of Permit Will Result In A Stop Work Order And /Or Permit May Be Revoked. • See Attachment II. General Terms & Conditions Related To Right Of Way Permit. • Immediately notify 911 Emergency Services and the Operator of the affected utility when damage occurs to a gas line or other hazardous substance which potentially endangers life, health, or property. • Notify Public Works Department If Damage Occurs To A Utility Or Storm System. • No Work On Weekends, Holidays Or During Non Working Hours Unless Approved In Advance By Public Works & Community Development, Variance Required Per Ord 09 -608 • Provide Schedule Of Work & Staging Area Information Prior To Beginning Of Construction. • Clean & Secure Construction Area At The End Of Each Work Day. • Notify Public Works @ 253- 835 -2725 To Close Permit When All Work Is Complete. PERMIT EXPIRES Monday, December 5, 2016 Permit Issued on Wednesday, June 8, 2016 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: RIGHT OF WAY PERMIT GENERAL. TERMS & CONDITIONS Performance of work — All construction, excavation, installation, maintenance, and restoration ( "Work ") to be performed in connection with this Permit shall be done in conformance with all applicable federal, state, and local laws and all City ordinances, codes, resolutions, regulations, standards, and procedures, as now or hereafter amended, including, but not limited to the following: 1.1 Traffic Controls. Traffic controls, signs, road obstructions, barricades, and traffic plans shall be in accordance with the Section K of the Washington State Standard Plans and Part VI of the Manual on Uniform Traffic Control Devices. In addition, multi -lane roads require sequential arrow board(s). Lane closure permitted between 8:30am & 3:00pm only. 1.2 City Standards. All Work shall be in accordance with the Federal Way Development Standards or when applicable KC Road Standards, Standards and Specifications for Road, Bridge and Municipal Construction, as amended, and subject to the approval of the Public Works Director, or the Director's designee. 1.3 Plans. The Permit shall be accompanied by plans ( "Plans ") drawn to working scale; commonly twenty feet (20') equals one inch (1 "). The Plans shall describe the nature and location of the Work, specifying the names and/or numbers and widths of any affected rights -of -way. The Plans shall specify the location of existing utility facilities including stonn drainage systems and specify the type of construction in detail. The Plans shall be approved by the Public Works Director of the Director's designee prior to the issuance of this Permit. Any deviation from the Plans may be made only after Permittee has submitted revised plans showing the proposed revisions, which revised plans must be approved by the Public Works Director or the Director's designee prior to commencement of the modified Work. 1.4 Pavement - Material Specifications. All hard surface roads are to be jacked or bored, unless otherwise agreed to in writing by the Public Works Director or the Director's designee. Asphalt to be neat line saw cut one (1) foot back from the edge of the trench. Restoration of the right of way surface shall either include 100% crushed surfacing top course or CDF and three (3 ") inches of hot mix asphalt or be replaced to the original condition if thicker, at the City's sole discretion. Concrete is not to be used in travel lanes. All materials and compaction shall be in accordance with the "Standards and Specifications for Road, Bridge, and Municipal Construction," as amended. HMA/2" 64 -22, 1" 58 -22. SUPERPAVE. 1.5 Backfill Materials. All trenches in the right of way shall be backfilled with 100% 5/8" crushed rock. When trench width is 18 inches or less, and is within the traveled way, trench will be backfrlled with control density backfill (self compacted flowable fill) Class B as defined by Washington Aggregates and Concrete Association. The aggregate will be 3/8 inch minus. 1.6 Storage of Equipment & Materials. Equipment and materials are not to be stored in the right of way unless approved in writing by the City of Federal Way. 1.7 Sidewalk/Driveway. Whenever part of a square or slab of existing concrete sidewalk or driveway is cut or damaged, the entire square or slab shall be removed and replaced. All materials and compaction shall be in accordance with the City of Federal Way Development Standards. Wheel Chair Ramps must be replaced to meet ADA Standards. Concrete may not be placed in temperatures at or below freezing. 3000 psi. Maximum concrete accelerator .5 %. Calcium is not permitted. No monolithic pours allowed. 1.8 Bury De tthh. All underground utility lines must have a minimum thirty-six (36 ") inch cover from finished grade, ditch bottom, or natural ground. 1.9 Pre - Construction Meeting. In the event the City requires a pre - construction meeting, the necessity of such meeting is to be at the City's sole discretion. Pennittee shall be responsible for scheduling the meeting at least five (5) working days prior to the commencement of the Work. 1.10 Hours of Operation. Pennittee may only perform work in the right of way between the hours of 8:30a.m. and 3:00p.m., Monday through Friday, unless different hours of operation are approved in writing by the City. No Work Is Permitted In The ROW On Weekends Or Holidays Observed By The City. 1.11 Removal of Trees. Pennittee shall not clear, remove or disturb any trees or vegetation in the right of way without submitting a revegetation and erosion control plan, in form and content acceptable to the City. 2. NOTICE TO PUBLIC WORKS — Pennittee shall notify the Public Works Department at least twenty-four (24) hours, but not more than Seventy-two (72) hours, prior to commmencing the Work. Crew must call pennit # and work location each morning they are to be working in town to verify the start of work. Failure to provide such notice will result in the assessment of a job start penalty charge per each occurrence, in addition to any other fees provided for in this Pen-nit. 3. PENALTIES- Penalties up to One Thousand Dollars ($1,000.00) per day may be imposed by the City, payable on demand, if Permittee delays restoration, relocation, or removal of facilities beyond the time limits prescribed by the City pursuant to paragraphs 4, 5, 6, 7 or 8 herein or otherwise, or fails to complete the Work in a workmanlike manner, at the city's sole discretion, or to complete the work prior to the expiration of this Permit, unless an extension has been granted. This penalty shall not constitute liquidated damages or an election of remedies by the City, but will be in addition to any other remedies available to the City at law, in equity, or by statute. 4. CITY'S RIGHT TO COMPLETE WORK - The City reserves the right to complete the Work, relocate or remove the facilities pursuant to paragraphs 5, 6, 7 or 8 herein or otherwise, and upon demand, Pennittee shall pay to the City an amount equal to all of the City's costs and expenses in performing such work. 5. RESTORATION- After completion of work authorized by this permit, the Pennittee shall restore the right of way at its sole cost and expense, to a condition which is equivalent to or better than the condition of the right of way prior to commencing the Work and to a condition satisfactory to the City within 30 days. Pennittee shall repair the damage at its sole cost and expense, without delay or interruption and within the time period prescribed by the City. 6. REPAIRING DAMAGE BY PERMITTEE- hr the event that the Pennittee in the course of performing the Work causes damage of any kind, Permittee shall repair the damage at its sole cost and expense, without delay or interruption and within the time period prescribed by the City. 7, RIGHTS RESERVED TO THE CITY — REMOVAL OF FACILITIES — The City reserves the right to use, occupy and enjoy its property for such purposes as it shall desire including, but not limited to, constructing or installing structures and facilities on the right of way, or developing, improving, repairing, or altering the right of way. Upon the City's demand, the Pennittee will, at its sole cost and expense, remove, repair, relocate, change, or reconstruct such facilities or installations pursuant to the City's instructions and within the time period prescribed by the City. 8. ABATEMENT OF UNSAFE CONDITIONS - The City may, at any time and in its sole discretion, perform all work necessary to restore to a safe condition, any right of way left by the Permittee in a dangerous condition to life or property. Upon demand, the Permittee shall pay to the City all costs and expenses of such work. 9. BUSINESS LICENSE — Per Federal Way Revised Code section 12, all contractors/businesses performing work in the City of Federal Way must possess a valid City of Federal Way business license. 10. PAYMENT OF FEES — Permittee shall pay to the City immediately upon receipt of the City's monthly invoice, all costs and expenses involved in administering this Permit, including, but not limited to, a permit fee and hourly rate charges for plan review and inspection of the Work. 11. PERMIT REVOCATION — This permit is revocable at any time by the City. The right to revoke is expressly reserved to the City. 12. TERMINATION OF PERMIT — In the event the City does not revoke this Permit pursuant to paragraph 11, this Permit expires on the date set forth on the cover page of this Permit; provided, however, that the Public Works Director or the Director's designee may grant up to a six-month extension to this Permit, at his or her sole discretion, and only in the event the Permittee makes written application for an extension, pays all fees in advance, and has been found to have fully complied with all of the conditions and requirements of this Permit. INDEMNIFY AND HOLD HARMLESS —The Pennittee agrees to indemnify and hold harmless the City and its appointed and elected officials, officers, employees, agents, and volunteers from and against liability for all assessments, claims, demands, suits, and judgements, including costs and attorney fees, for injury to persons, death, or by Permittee's breach of this permit. hi the event it is determined that RCW 4.24.115 applies to this Permit, the Pennittee agrees to defend, hold harmless, and indemnify the City to the maximum extent permitted thereunder, and specifically for its negligence concurrent with that of the City to the full extent of Permittee's negligence. Pennittee agrees to defend, indemnify, and hold harmless the City for claims by Permittee's employees and agrees to waiver its immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties, unless such claim is caused by the City's negligence. 14, NOTICE — Pennittee shall notify all property owners adjoining or in proximity to the right of way and all utility companies having facilities or installations in the right of way when such property may be exposed to the possibility of injury or damage. Pennittee shall make all arrangements necessary to protect such property or utility from injury or damage. Coordinate with property owners for access during construction. 15. TITLE —This permit grants only the right to use the City's interest in the right of way. The granting of this Permit is not a warranty that good title to any specific property is vested in the City. 16. INSURANCE — The Pennittee shall procure and maintain, for the duration of this permit, the following insurance: 16.1 Minimum Limits of Insurance. hi the case of a contractor performing the work, comprehensive general liability insurance, in form approved by the City, with limits of liability not less than $500,000 per occurrence and $2,000,000 in the aggregate for personal injury, including death, and property damage. hi the case of a homeowner performing the work on their own property, homeowners insurance is form acceptable to the City, with limits of liability not less than $300,000 for personal injury, including death, and property damage. 16.2 Deductibles and Self - hisured Retentions. The City must approve all deductible or self - insured retention. At the option of the City, Pennittee shall reduce or eliminate any such deductibles or self - insured retentions. 16.3 Mandatory Insurance Provisions. Each policy shall contain, or be endorsed to contain, the following provisions: (i) The City, its officers, officials, employees and volunteers are to be named as additional insured; (ii) Coverage shall state that the Permittee's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability; (iii) Coverage shall not be suspended, cancelled or reduced in coverage or in limits except after thirty (30) days prior written notice to the City by certified mail, and return receipt requested; and (iv) Coverage shall be primary insurance as respects the City, its officers, employees, and volunteers. Any insurance or self - insurance by the City, its officers, officials, employees, or volunteers shall be in excess of the Permittee's, insurance and shall not contribute with it. 16.4 Verification of Coverage. Permittee shall furnish the Public Works Department with Certificate(s) of Insurance and with original endorsement(s) affecting evidencing the coverage's required by this permit. The certificate and endorsements shall be signed by a person authorized by that insurer to bind coverage on its behalf and are to be received and approved by the City before this Permit shall be issued. At the City's request, Pennittee shall deliver certified copies of all required insurance policies. 17. BONDS OR ASSIGNMENT OF FUNDS — The Permittee shall delivery to the City, inform satisfactory to the City, prior to the issuance of this Permit, either a Bond to Perform Work on City Rights of Way, or an assignment of Funds and Bank Certification in Lieu of Bond, in an amount not less than Ten Thousand Dollars and No /100 ($10,000), in favor of the City. 18. ANTI- DISCRIMINATION — In all hiring or employment made possible or resulting from this Permit and in all benefits of any services or activities resulting from this Permit, Permittee shall not discrimination against any person because of race, color, religion, national origin, age (except minimum age and retirement provisions), sex, sexual orientation, martial status, parental status, the presence of any sensory, mental or physical handicap, or the use of a trained dog -guide by a blind or deaf person unless based upon a bona fide occupational qualification, and this requirement shall apply to, but not be limited to, the following: employment, advertising, layoff or tennination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Pennittee shall not violate any of the terms of RCW 49.60, Title VII of the Civil Rights Act of 1964, or any other applicable federal, state, or local law or regulation regarding nondiscrimination. Any violation of this provision shall be grounds for termination of this Permit and may result in ineligibility for further pen-nits. 19. NON - EXCLUSIVE RIGHT — This permit shall not be deemed to be an exclusive right. It does not prohibit the City from granting any other permits to other public or private entities, and it does not prevent the City from using any affected right of way or affect its jurisdiction over any part of the right of way. 20. REMEDIES NOT EXCLUSIVE —No remedy provided for by this Permit shall be deemed exclusive, but shall be deemed cumulative and in addition to every other remedy available to the City existing at law, in equity or by statute. 21. NO ASSIGNMENT — This Permit shall not be assigned by Permittee to any person or entity without the written consent of the City, which consent may be withheld for any reason. "SPECIAL TERMS & CONDITIONS AS PRINTED ON PERMIT - FAILURE TO COMPLY WILL RESULT IN STOP WORK ORDER Last Update 12/30/2015 . I'W DATE STAMP Permit # Fe d e ra l Way RIGHT, OF WAY PERMIT APPLICATION PROJECT NAME /JOB NUMBER e DEPARTMENT OF PUBLIC WORKS 5y'C iw\ 33325 8TH AVENUE SOUTH - FEDERAL WAY, WA 98003 WORKTYPE/1)E8CRI TION: PHONE 253- 835 -2725 FAX 253- 835 -2709 APPLICANT CONTRACTOR City of Federal Way, SWM Division To Be Determined CONTACT PERSON Tony Doucette MAILING ADDRESS CITY, STATE & ZIP 33325 8 "' Ave S CITY, STATE & ZIP PHONE(S) Federal Way, WA 98003 PHONE(S) WA STATE CONTRACTOR'S LICENSE # & EXP DATE 253- 835 -2753 Email Email tony.doucette@cityoffederalwa.com Project Address, Parcel # or Location: Site 1: SW 320`h between I" Ave SW and 3rd Ave SW. Site 2: S Marine Hills Way between 5 1 Ave S and 6`h Ave S. Description of Project - Include size, len th & type of material, duration of project, attach additional sheet if needed Install Cured -in -Place at two different locations listed above. Pipe size is 18" in diameter and the lengths of repair will be +/- 330 LF and +/- 150 LF respectively. Duration of the project may take up to 30 working days for pre - installation inspection, cleaning, installation and post cleaning inspection Proposed Start Date: 09/26/2016 Projected Number of Working Days : up to 30 days Pavement or Hard Surface Cut Required? ® NO ❑ YES ❑ No Traffic Impact Z Lane Closure ❑ Pavement Cut Size & #: Shoulder Work ®Sidewalk Closed ❑ Sidewalk Removal # Panels: * Provide Traffic Control Plan ❑ Trench in soft surface (dirt, grass, etc) Feet: Conduit /Pipe Size 18" Length 330 LF & 150 LF ❑ Push or Bore Feet: Aerial Install? ❑ No ❑ Yes, Length ❑ UtilitL Pothole? Show e & location on plan Pole Install? Include Pole Certification form I certify under penalty of perjury that I am the property owner or authorized agent of the property owner /utility franchise. I certify that to the best of my knowledge, the information submitted in support of this permit application is true & correct. I certify that I will comply with all applicable City of Federal Way regulations pertaini ng to the work authorized by the issuance of a permit. I understand that the issuance of a permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expense, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including its officers and employees, upon the accuracy of the information supplied to t part of this application. Signature: Date: 04 PLEASE SIGN &DATE Print Name: ** INCOMPLETE APPLICATIONS WILI: BE RETURNED Required Submittals: ❑ Site Plan ❑ Traffic Control Plan ❑ ApElication Fee ❑ Bid ❑ Insurance Certificate Call ONE CALL for locates 2 working days before you dig or drill. "It's the law" 811 (RCW 19.122) Do Not Write Below This Line ATLAS PAGE SEQUENCE _ LYM /RATING MITIGATION? AMOUNT I WIDTH CURB TYPE SIDEWALK BUS /DW /PED STORM OTHER REVIEWER(S) RELATED PERMIT# BOND RSN