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AG 16-115 RETURN TO: PW ADMIN EXT: 2700 ID#: 6 j CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/LIV: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP �. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACTAMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER#20 �. PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(C 340T"ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM 0)N-1 RAC'I l`i LTD. `• ADDRESS: 1.3555 SE 36TH S I RFFT.SUITE 120 BELLEVUE,WA 98006 TELEPHONE(425)691-3591 E-MAIL.:_ FAX: SIGNATURE NAME:GREG RITKE _ TITLE:GM US INFRASTRUCTURE �. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 `. TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) i, TOTAL COMPENSATION:$6,032.13 THIS C.O./$16,980,220.24 TOTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE TO:306-4400-165-595-30-650 I. DOCUMENT/CONTRACT REVIEW INITIAL/DATE&EVIEWED INITIAL/DATE APPROVED q.PROJECT MANAGER ]fLrM DEPUTY DIRECTOR ! DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) N LAW DEPT I} 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING ❑ SENT TOVENDOR/CONTRACTOR DATE SENT: 103 I/9 DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDERINOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAW DEPT *'� SIG*JA1oln'(MAYOR OR DIRECTOR) C lZ I 'p,Cn ti I.F.Itk 1� 0 ❑ ASSIGNED AG 11 AG# �CMI6T ❑ SIGNED COPY RETURNED DATE SENT: ❑RETURN ONE ORIGINAL-OMMEN ;X CUTET2 ORIGINALS. If/r 6 ( �C G•V V�' fir^ t 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 20 August 26,2019 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE PacificIli�h�t a ` Sat�tlr_1I0%' Lancs Phase Y (S 340'h Street to S 359'h Street) Graham C�ontractin_a, Ltd. PROJECT TITLE A CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses Contract time for force accounts that were presented with Graham Serial Letter(GSL) 316, Exhibit B on August 26, 2019. As detailed in the City's response via KPG Serial Letter (KSL) 128, the City agrees that these force accounts, all of which have been paid confirming their validity, pertain to critical path activities for which time should be added to the Contract. As this added time all takes place within the same October 2016 to December 2017 timeframe evaluated for Change Order 06, this change is considered a correction supplement to unilaterally executed CO #06. The analysis included herein covers the same time period and same force accounts as CO #06 along with those added per GSL 316. The time added per this change is the total corrected for this review period minus that already given per unilaterally executed CO#06. As per the previous analysis with CO #06, a summary of force account dollars spent is included for comparison to original bid item estimates. Time spent up to the bid item value was not added to the Contract as this time was already budgeted in the base Contract. For instance, all labor hours accrued for A209 for Unexpected Site Changes were considered Base Contract until A209's total (for labor, equipment, materials and subcontracted work) reached $20,000. All labor hours applied to A209 past that point for critical path activities were credited as added time. See Attachment A for all force account bid item summaries. With working Days rounded up to the nearest half, the total added Contract time per this Change Order is 5.0 days. As a result,the liquidated damages currently assessed will be reduced by 5.0 days upon execution of this Change Order.The Required Completion period is adjusted from 514.0 to 519.0 days as detailed below: 350 days per original Contract +48.5 per CO#06 for Original Evaluation of Force Accounts#001 through 319 (10/2016— 12/2017) + 13.0 per CO#10 IUOE 302 Strike +74.5 per CO #13 for Continuation of Force Accounts 320 through 660(to end of project) +25.0 per CO#14 for Bid Item Work for All FWDs +3.0 per CO#18 for CenwaLink Design Changes =514.0 days prior to this change +5.0 dasper CO 420 =519.0 days to Required Completion(169.0 days added total) As with the CO #13 successor to CO #06, an analysis was performed comparing all force account time for critical path activities to the Weekly Statements of Working Days (WSWDs) to which they applied. All time that took place on weather days,weekends,and nights that were not charged to the project were removed from the calculation for time added. All labor hours that cumulatively exceeded the daily time charged per the WSWD were also removed and will not be credited toward reduction of liquidated damages because they were never charged to the project or included with the LD calculation to begin with. See Attachment B for this analysis with notes pertaining to each adjustment made in the "Review Notes — Response to GSL 316" column. All force account durations listed in Attachment B are equal to the longest labor duration worked for that activity. See Attachment C which details all labor hours worked for each force account as taken directly from each force account log. 1 Additionally, bid items that are time-dependent are adjusted to add these associated working days and extend their total costs (or portions of their costs related to time for bid items that also include one-time startup costs) by a ratio of 5.0/350.0. Bid item cost adjustments based on added time are depicted on the table below. For example, the A10 Field Office added cost is $30,000 (ongoing portion only) x 5.0/350.0 = $428.57 as shown on the following table and updated bid schedule: BI# Description Bid Qty Unit Unit Price Total LSB Payment Cost Added cost Est Initial Ongoing Per WD For 5 Days Field Office A010 Building 1 LS $50,000.00 $50,000.00 $20,000.00 $30,000.00 $85.71 $428.57 A012 Traffic Control 1 LS $200,000.00 $200,000.00 $0.00 $200,000.00 $571.43 $2,857.14 Supervisor A015 Other Temp 1 LS $100,000.00 $100,000.00 $10,000.00 $90,000.00 $257.14 $1,285.71 Traffic Control A093 SWPPP 1 LS $80,000.00 $80,000.00 $4,000.00 $76,000.00 $217.14 $1,085.71 A095 ESC Lead 350 DAY $75.00 $26,250.00 N/A N/A $75.00 $375.00 Please also note the following details that pertain to time-additive changes and payment of time-related overhead: 1. Current amounts paid for Bid Items A010,A012 and A015 are all now based on 153.0 days added to their ongoing costs(versus 148.0 days per previous Pay Estimate#32). Of the 169.0 total added to the Contract, 3.0 days per CO #19 are covered separately as part of Bid Item C18.004 for Extended Overhead while 13.0 days for the IUOE#302 strike are not counted as this shut-down was not due to or made preventable by the City. 2. Bid Item A093 as increased per CO#19 does include all 169.0 days as SWPPP requirements were in- effect and required upkeep during the strike. 3. Although the Contract amount for Bid Item A095 has been adjusted for added days, the amount actually payable has not changed as payment per day is based on receipt of Erosion Control Daily Reports which have all been received and logged. Time provided for completion of this Contract is ❑ Unchanged ® Increased ❑ Decreased by 5_0 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. Unless this change order is fully executed without reservation by Contractor,this Change Order is offered without waiver of the City's rights,positions,and defenses. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ®No If"Yes"Will the Policies Be Extended? ❑ Yes ❑No Changes to the Bid Schedule—Pacific Highway S HOV Lanes Phase V 1.) Schedule A—Existing Bid Item A10—Field Office Building. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$428.57. The new Lump Sum Bid Item Bid Amount is$63,114.28. The total change amount for this item is an increase of$428.57 2.) Schedule A—Existing Bid Item Al2—Traffic Control Supervisor. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$2,857.14. The new Lump Sum Bid Item Bid Amount is$287,428.57. The total change amount for this item is an increase of$2,857.14 2 - _. 3.) Schedule A—Existing Bid Item A93—Stormwater Pollution Prevention Plan The Lump Sum Amount for this Bid item is increased. The new amount is increased by$1,085.71 The new Lump Sum Bid Item Bid Amount is$116,697.14 The total change amount for this item is an increase of$1,085.71 4.) Schedule A—Existing Bid Item A15—Other Temporary Traffic Control. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$1,285.71. The new Lump Sum Bid Item Bid Amount is$131,574.57. The total change amount for this item is an increase of$1,285.71 5.) Schedule A—Existing Bid Item A95—ESC Lead. The unit cost for this Bid item is unchanged. The quantity is increased by 5.0 Days. The new quantity is 506.0 Days(note that the 13.0 days per CO#10 IUOE 302 strike does not apply to this total). The total change amount for this item is an increase of$375.00 TOTAL NET CONTRACT: INCREASE$ $6,032.12 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM Existing Change UNIT PRICE ADD or NO ITEM QTY I Quantity Chane DELETE Change Item Total Lump Sum Additions A10 Field Office Building 1 0 $428.57 ADD $428.57 Al2 Traffic Control Su ervisor 1 0 $2,857.14 ADD $2,857.14 Other Temporary traffic A15 Control 1 0 $1,285.71 ADD $1,285.71 Stormwater Pollution A93 Prevention Plan 1 0 $1,085.71 $1,085.71 Unit Quantity Increases ITEM Previous Change ADD or NO ITEM QTY Quantity Unit Price DELETE Change Item Total A95 ESC Lead 501.0 5.0 $75.00 ADD $375.00 Add= $6,032.13 Delete= 0 Total Change $6,032.13 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. 3 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT S 16,700,526.60 PREVIOUS CHANGE ORDERS $ 273,661.51 THIS CHANGE ORDER s 6.032.13 NEW CONTRACT AMOUNT s 1.6.980( 220.24 CONTRACTOR'S SIGNATURE DATE EJ W,�i_SI I,P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 4 Change Order 20- Time Add Supplement to Change Order 06 Attachment A:Force Account Bid Item Summaries Total Dollars Total Hrs "IF OVER" $Limit Hrs Before Hrs After Bid Item Description on FA on FA Bid Item Value Difference Date-FA Limit Limit A65 Reconnect Existing Misr.Drainage NOT CP N/A $ 10,000.00 N/A NIA N/A N/A 7x136 Property Restoration NOT CP NIA $ 15,O0f1.00 N/A NIA N/A N/A A1.38 Repair Existing Irrigation System NOT CP N/A $ 10,000.00 N/A N/A N/A N/A A172 Relocate Private lsrrninaires NOT CP N/A $ 10,000.00 N/A N;A N/A N/A A187 Resolution of Utility Cnnfklr 5!()0.245.6! 155.0 5 50,000.00 $ (50.245.61) 5/12/2017 82.5 77.5 A188 Potholing NOT CP N/A $ 20,000.00 N/A N/A N N/A A207 Ex,For Re.,i.-,,inin0 PSE Conduit $29.120.96 69.0 $ 5,000.00 S (24.120.96) 4120/20,17 17.5 51.5 A209 Unexp.Pcted Site C17arrges $76,415.61 230.5 $ 20,000.00 S (56,415.61) 2/16/,2617 3:1.5 199.0 B56 Unexpe.ted Sits Changes 535,747.32 47.0 $ 44,000.00 S NOT REACH E1111 47.01 0.0 BSO Resolution of Utility Confiict5 517,675.63 24.5 5 S0,000.00 $ NOT REACHED 24.5 0.0' B51 Potholing NOT CP N/A $ 5.000.00 N/A N/A NIA N/A C6 Unexpected Site Changes $10,287.92 19.0 $ 5,000.00 $ (5,287.92) 6/1/2017 14.0 5.0 D13 Unexpected Site Changes $38,528.26 45.0 5 5,000.00 $ (33,528.26) 12/15/2016 90 r0.0 E4 Unexpected Site Changes 551.377.27 68.5 S 5.000.00 $ (45.377.27) 5/5/2017 Grand Total $ 359,399.19 662.5 S 250,000.00 $(215,975.64) 238 024.5 Corrected Total Time Add(Rounded up to nearest 0.5day}= 53.5 Days Per Change Order#20(53.5 total minus 48.5 per CO 906)= 5.0 For Table Above UPDATED PER KSL 128: Hours rand 5$ =Activities that are not critical path and not counted toward added time Hours and$$ =Critical path activities that are counted to added time if FA budget exceeded For Following UPDATED Bid Item Tables: 1-tnur;;nnri S; =Time spent within FA budget-not counted as time added to Contract Hours and$$ =Time beyond FA budget-counted as time added to Contract 1 of 4 BI 187 Resolution of Utility Conflicts BI A207 Excavation for Retraining PSE Conduits FA# Date Hours Amount FA# Date Hours Amount 4.1 11/1/2016 1.0 7,;562.44 49.0 2/22/201.7 2.0 $648.82 4.2 11/312019 0.0 5916.59 91.:0 4/7/2017 8.0 $1.729.29 4.3 11/1/2016 5.0 $5,410.92 9 1.1 1/7/2€717 0.0 $328.98 17.0 12/612016 0.5 $66.61 86.0 411'312.01.7 4.0 $1,612.3617.SHRS 20.0 12/812016 1.13 $167.59 84,0 4/217/201.7 3.5 $966.88 Before Limit 21.0 12/8/2016 1.0 $133.19 85.0 4/26/2017 3.5 $1,453.94 22.0 12/1`2/2016 1.5 $1,282.05 274.0 5,'212017 1c0 $344.22 31.0 1/6/2017 1.0 $550.2.7 79.0 5/9/2017 ;.65 $2,659.33 32.0 1/9/2017 1.0 $453.50 197.0 61212017 3.01 51,926.41 35.1 1/24/2017 2.5 $1,656.65 202.0 8/9/2017 4.0 $2,177.91 35.2 .1125/201.7 2,5 52,081.90 203.0 8/912017 4.0 52,198.50 37.0 1/26/2017 2.0 51.421.72 204.0 5/1012017 6.0 53,61.1.01 44.0 2/17/2017 5.0 $3.264.72 209.0 8/16/2017 3.0 $646.35 45.0 2/21/2017 8.0 $6,088,04 208.0 8/17/2017 2.5 $588.33 58.0 3/112017 2.17 $1,004.64 230.0 9/6/2017 6.5 $2,997.11 59,0 3/2/2017 8.0 $3,792.19 91712017 5.50 $3,307.16 55,0 3/3/2017 1.0 $226.20 ' r 9/8/2017 Z.d $661.67 56.0 3/712017 0.0 $109.61 9/11/1'01.1 2.0 '$633.96 51,SHRS 65.0 3/9/2017 8.0 $4,053.10 236.0 9/15/2017 2.0 $633.73 AOw Limit 60.0 31101201.7 1.5 $476.97 Allowable 51.5 $23,834.63 611 3/10/2017 4.0 $1,732.46 61.2 3/10/2017 2.5 $1,032'.66 67.0 3/1712017 1.0 $325.67 68.0 3/21/2017 1.0 $591.02 69.0 3/21/2417 1.0 $220.42 99.0 4/3/2017 D.5 $123.81 96.0 4/5/2017 1.0 5410.65 93.0 4/6/2017 2.0 $495.66 94.0 4/6/2.017 6.0 $2,837.72 94.1 4/6/2017 O.0 $968.36 92.0 417/2017 0.0 $2.665.64 82.0 4/25/2.017 1.0 $465.21 80.0 5/4/2017 8.0 54,052.99 82.5HRS 76.0 5/12/2017 2.0 $2,924-94 Before Limit 77.0 511212017 2.0 $729.85 107.0 5/15/2017 8.0 $2;508.51 109.0 $/16/2017 8.0 $2,65.49 112.0 5/17/2017 8.0 $2,319.42 113.0 5/18/2017 2.0 $1,()30.12 178.0 6/1/2017 0.0 $1,883.94 123.0 6/5/2617 65 $4;2#4,05 125.0 6/6/2017 7.0 $4,467.44 125.1 6/6/2017 1.0 $1,262.20 129.0 6/12/2017 3.5 $1,985.67 133.0 6/19120'17 3.0 $1,818.03 136.0 6/20/2017 2.0 $240cI5 135.0 6/21/2017 5.5 $1,424.13 160.0 6/27/2017 1.0 $532.30 181.0 _ 6121/2017 _Q.O. __ :$918.28 139.0 6/28/2017 2.0 $1,466:08 185.0 x/25/2017 1.0 $391.03 207.4 8/15/2017 1.5 $208.44 280.0 8/24/2017 0.5 $196486 23810 9/18/2017 2.0 $1,627.51 291.0 11/3/2017 0.0 $978.67 72.5HRS 318.0 12/18/2017 80 S14,481.331 After Limit Allowable 72.5 $47,679.50 2 of 4 A209-Unexpected Site Changes A209-Unexpected Site Changes(Cont'd) FA# Date Hours Amount FA# Date Hours Amount 1.0 10/27/2016 3.0 $1,808.84 221.0 8/18/2017 1.5 $593.33 5.0 11/8/2016 1.0 $596.19 223.0 8/25/2017 1.0 $561.42 7.0 11/9/2016 2.0 $1,259.14 226.0 8/29/2017 1.0 $191.47 12.0 11/10/2016 1.0 $535.10 245.0 8/29/2017 4.5 $3,411.94 13.0 11/28/2016 3.0 $2,127.95 282.0 8/29/2017 1.0 $359.78 14.0 11/29/2016 1.0 $748.93 227.0 8/30/2017 1.0 $340.58 15.0 11/30/2016 0.5 $168.11 228.0 8/31/2017 3.0 $1,021.74 18.0 12/7/2016 4.0 $1,751.88 229.0 9/5/2017 2.5 $1,203.11 64.0 12/15/2016 8.0 $7,837.04 235.0 9/12/2017 4.5 $1,197.63 28.0 12/21/2016 2.5 $825.82 242.0 9/19/2017 6.0 $1,584.08 29.0 1/3/2017 1.5 $1,174.05 31.5HRS 249.0 9/29/2017 1.0 $384.17 43.0 2/16/2017 4.0 $2.,9SO.40 Before Limit 250.0 9/29/2017 4.0 $3,142.79 47.0 2/23/2017 8.0 $2,166.43 252.0 10/2/2017 6.5 $6,334.08 49.0 2/24/2017 2.0 $767.26 255.0 10/3/2017 4.0 $1,109.79 53.0 2/27/2017 0.5 $283.21 256.0 10/5/2017 7.0 $3,879.78 52.0 2/28/2017 0.5 $136.56 257.0 10/6/2017 4.0 $1,413.48 57.0 3/8/2017 1.0 $396.51 258.0 10/10/2017 0.5 $434.14 66.0 3/16/2017 1.0 $256.52 263.0 10/17/2017 1.0 $1,221.44 71.0 3/23/2017 3.0 $1,474.95 264.0 10/17/2017 1.0 $351.71 90.0 4/13/2017 S.5 $4,690.25 268.0 10/20/2017 0.0 $716.33 98.0 4/13/2017 2.5 $1,528.07 269.0 10/24/2017 1.0 $369.97 83.0 4/25/2017 2.0 $1,380.69 270.0 10/25/2017 1.0 $549.19 114.0 5/19/2017 1.0 $319.62 284.0 10/26/2017 2.5 $1,287.35 115.0 5/22/2017 1.0 $622.02 302.0 10/31/2017 1.5 $1,037.77 117.0 5/23/2017 2.0 $312.94 288.0 11/1/2017 2.0 $1,005.02 118.0 5/23/2017 1.0 $928.14 293.0 11/6/2017 3.5 $1,125.56 72.0 5/25/2017 0.5 $230.92 294.0 11/6/2017 0.5 $222.88 122.0 6/2/2017 3.0 $1,091.77 295.0 11/6/2017 2.0 $1,161.27 131.0 6/12/2017 3.0 $858.67 297.0 11/16/2017 3.0 $2,018.59 180.0 6/20/2017 1.0 $480.92 298.0 11/17/2017 0.5 $284.21 134.0 6/21/2017 1.0 $843.48 304.0 11/29/2017 1.0 $412.76 137.0 6/21/2017 1.0 $699.56 306.0 12/1/2017 1.0 $254.33 138.0 6/21/2017 0.5 $1,008.54 308.0 12/5/2017 2.0 $1,622.81 163.0 7/8/2017 0.0 $580.78 316.0 12/6/2017 2.0 $1,226.53 147.0 7/10/2017 1.0 $383.81 317.0 12/7/2017 0.5 $12.10 182.0 7/10/2017 2.0 $1,396.87 311.0 12/8/2017 1.0 $474.19 149.0 7/12/2017 5.5 $1,621.70 312.0 12/13/2017 7.0 $4,749.35199HRS 153.0 7/14/2017 0.5 $253.72 313.0 12/13/2017 1.0 $191.43 After Limit 214.0 7/14/2017 1.0 $181.43 Allowable 199.0 $102,090.26 165.0 7/19/2017 4.0 $1,349.79 156.0 7/20/2017 8.0 $2,902.40 162.0 7/21/2017 3.0 $2,030.56 183.0 7/21/2017 1.0 $392.55 B56-Unexpected Site Changes 184.0 7/21/2017 2.0 $2,673.78 FA# Date Hours Amount 278.0 7/25/2017 1.0 $511.95 2.0 10/28/2016 1.0 $188.03 187.0 7/28/2017 6.5 $3,091.76 16.0 12/5/2016 0.0 $1,253.53 190.0 7/31/2017 2.0 $588.64 39.0 1/31/2017 2.5 $1,896.42 193.0 8/3/2017 6.5 $2,698.87 40.0 2/1/2017 3.5 $2,748.80 195.0 8/4/2017 8.0 $3,821.02 75.0 5/10/2017 7.5 $11,257.30 198.0 8/7/2017 7.0 $5,201.53 74.0 5/11/2017 3.5 $2,468.77 200.0 8/8/2017 1.5 $316.77 119.0 5/31/2017 3.0 $1,652.61 201.0 8/8/2017 2.5 $1,261.04 150.0 7/17/2017 6.0 $1,765.69 205.0 8/14/2017 1.0 $459.21 152.0 7/18/2017 5.0 $863.57 217.0 8/14/2017 1.0 $459.21 281:0 8/25/2017 3.5 $2,055.21 220.0 8/16/2017 3.5 $1,384.41 309.0 12/7/2017 7.5 $7,7IS1.00 F47HR5 210.0 8/18/2017 1.5 $593.33 310.0 12/8/2017 4.0 51,816 99 jBefoire Limit See above right for continuation Allowable 0.0 $0.00 3of4 B50-Resolution of Utility Conflicts C6-Unexpected Site Changes FA# Date Hours Amount FA# Date Hours Amount 8.0 10/0/2016 3.0 51,733.53 97.4] 4,'5/2151.7 4.0 5.1.747,55 10.0 3.1/4/2016 2.J 5900.74 121.0 11/.1/2017 10.0 $2„393.522 62-0 11/17/201.6 0.5 $387.10 1.',1.1 6/1/203.7 0.0 $237.90 14HR5 62.0 11/17/7016 0.+ $387.10 179.0 6/1/2017 s"1.0 52,285 46 Before Limit 63.0 11/1.8/2016 2.0 $1.592.92 179.1 6/1/201? 0.0 51.391.36 SHRS 42.17 2/1./2017 1.0 $199.62 1.64.0 7/1.0/2017 5.0 52.242 13 After Limit 143.0 7/5/2017 3.0 52,192.93 Allowable 5.0 $3,633.49 144.0 7102017 7 0 $7,36x1.14 24.5HRS 11.0 11/7/2017 5.5 $41496.55 Before Limit Allowable 0.0 $0.00 D13-Unexpected Site Changes E4-Unexpected Site Changes FA# Date Hours Amount FA# Date Hours Amount 3.0 11/1/'2[116 0.5 $320.73 1130.0 5/29'2017 4.0 S1.-4K4,071.2HRS &0 11/9/2016 2.5 $1.238.09 173.0 5/512017 9.0 $4.61.3.27 Before Limit 24.0 1.1110/20.1.6 4.17 S2,356-64 174.0 5/£i2ni7 8.0 $7.55.2.02 771.0 13/10/7.016 2.0 $631.279HR5 17SO 5/x12017 8.0 $5,818.62 23.0 1'/15/7:311 0.0 $841_33 Before L1mit 176.0 5/1 /2317 4.5 $4,739.09 30.7 1/:/'t71'1 3.5 $1,947.13 177.0 5/'11/7017 8.0 $3,319.54 30.1 1/Sj--1017 3.0 $613.66 212.0 5/12/2017 0.0 $4,902.65 41.0 2/1/2017 0.5 5133.33 277.0 5/12/2017 0.0 5+930.20 89.0 4/14/7017 8.n 510331.70 213.0 5/15/2017 8.0 $6.886,14 68,0 4/17/2.017 13.0 $9,093.87 108.0 5/16/2017 2.0 $2,167.31 87.0 4/18/20117 7.0 57,65$.91 111.0 5/17/7017 1.0 5123.77 106.0 5/10/2017 4.0 $1,376.89 116.0 5/22/2017 3.0 $822.84 124.0 6/2/2017 20 5618.36 247.0 9/26/2017 5.0 52,475.48 267.0 10/18/201.7 1.0 $430-12 40HRS 246.0 9/27/2017 8.0 $3,589.25 287.0 10/30/2017 37'0 $931,23 After Limit 265,0 10/18/2017 1.0 $870.44 56.SHRS Allowable 40.0 $ 33,140.20 2.92.0 11/3/2017 0.0 $4,161.58 Afterunlit Allowable 56.5 $45,374.93 4 of 4 Change Order 20:Supplement/Correction to Change Order 06 Attachment 8-Time Per Each Force Account on Schedule Critical Path FA No Bid Item Name and Number Date Ong Hrs Review Notes-Response to GSL 316 Corrected Hrs 1.0 A209 Unexpected Site Changes 10/27/2016 3.0 3.0 2.0 8056 Unexpected Site Changes 10/28/2016 1.0 1.0 3.0 D013 Unexpected Site Changes 11/1/2016 0.5 0.5 4.1 A187 Resolution of Utility Conflicts 11/1/2016 1.0 1.0 Night work 11/3&11/4.No night work was 4.2 A187 Resolution of Utility Conflicts 11/3/2016 4.0 charged that week 0.0 4.3 A187 Resolution of Utility Conflicts 11/1/2016 5.0 5.0 5.0 A209 Unexpected Site Changes 11/8/2016 1.0 1.0 6.0 D013 Unexpected Site Changes 11/9/2016 2.5 2.5 7.0 A209 Unexpected Site Changes 11/9/2016 2.0 2.0 8.0 B050 Resolution of Utility Conflicts 10/6/2016 3.0 3.0 10.0 8050 Resolution of Utility Conflicts 11/4/2016 2.0 2.0 11.0 B050 Resolution of Utility Conflicts 11/7/2017 5.5 5.5 12.0 A209 Unexpected Site Changes 11/10/2016 1.0 1.0 13.0 A209 Unexpected Site Changes 11/28/2016 3.0 3.0 14.0 A209 Unexpected Site Changes 11/29/2016 1.0 1.0 15.0 A209 Unexpected Site Changes 11/30/2016 0.5 0.5 16.0 B056 Unexpected Site Changes 12/5/2016 2.0 No time charged(weather day) 0.0 17.0 A187 Resolution of Utility Conflicts 12/6/2016 0.5 0.5 18.0 A209 Unexpected Site Changes 12/7/2016 4.0 4.0 20.0 A187 Resolution of Utility Conflicts 12/8/2016 1.0 1.0 21.0 IA187 Resolution of Utility Conflicts 12/8/2016 1.0 1.0 22.0 A187 Resolution of Utility Conflicts 12/12/2016 1.5 1.5 Only 8.Ohrs charged for day-2.5hrs 23.0 D013 Unexpected Site Changes 12/15/2016 2.5 exceeded 0.0 24.0 D013 Unexpected Site Changes 11/10/2016 4.0 4.0 28.0 A209 Unexpected Site Changes 12/21/2016 2.5 2.5 29.0 A209 Unexpected Site Changes 1/3/2017 1.5 1.5 30.0 D013 Unexpected Site Changes 1/5/2017 3.5 3.5 30.1 D013 Unexpected Site Changes 1/5/2017 3.0 3.0 31.0 A187 Resolution of Utility Conflicts 1/6/2017 1.0 1.0 32.0 A187 Resolution of Utility Conflicts 1/9/2017 1.0 1.0 35.1 A187 Resolution of Utility Conflicts 1/24/2017 2.5 2.5 35.2 A187 Resolution of Utility Conflicts 1/25/2017 2.5 2.5 37.0 A187 Resolution of Utility Conflicts 1/26/2017 2.0 2.0 39.0 8056 Unexpected Site Changes 1/31/2017 2.5 2.5 40.0 8056 Unexpected Site Changes 2/1/2017 3.5 3.S 41.0 D013 Unexpected Site Changes 2/1/2017 0.5 0.5 42.0 BOSO Resolution of Utility Conflicts 2/1/2017 1.0 1.0 Noted on GSL 316 but already included with 43.0 A209 Unexpected Site Changes 2/16/2017 4.0 Change Order 06 4.0 44.0 A187 Resolution of Utility Conflicts 2/17/2017 5.0 5.0 Only 8.Ohrs charged for day-0.5hrs 45.0 A187 Resolution of Utility Conflicts 2/21/2017 8.5 exceeded 8.0 460 A207 Excavation for Retraining PSE Conduit 2/22/2017 2.0 2.0 Only 8.Ohrs charged for day-0.5hrs 47.0 A209 Unexpected Site Changes 2/23/2017 8.5 exceeded 8.0 49.0 A209 Unexpected Site Changes 2/24/2017 2.0 2.0 52.0 A209 Unexpected Site Changes 2/28/2017 0.5 0.5 53.0 A209 Unexpected Site Changes 2/27/2017 0.5 0.5 55.0 A187 Resolution of Utility Conflicts 3/3/2017 1.0 1.0 56.0 A187 Resolution of Utility Conflicts 3/7/2017 0.5 No time charged(weather day) 0.0 57.0 A209 Unexpected Site Changes 3/8/2017 1.0 1.0 58.0 A187 Resolution of Utility Conflicts 3/1/2017 2.0 Added per GSL 316 2.0 59.0 A187 Resolution of Utility Conflicts 3/2/2017 8.0 8.0 60.0 A187 Resolution of Utility Conflicts 3/10/2017 1.5 1.5 61.1 A187 Resolution of Utility Conflicts 3/10/2017 4.0 4.0 Only 8.Ohrs charged for day-0.5hrs 61.2 A187 Resolution of Utility Conflicts 3/10/2017 3.0 exceeded 2.5 62.0 B050 Resolution of Utility Conflicts 11/17/2016 0.5 0.5 62.0 6050 Resolution of Utility Conflicts 11/17/2016 0.5 0.5 63.0 8050 Resolution of Utility Conflicts 11/18/2016 2.0 2.0 64.0 A209 Unexpected Site Changes 12/1512016 8.0 8.0 65.0 A187 Resolution of Utility Conflicts 3/9/2017 8.0 8 0 1 of 4 66.0 A209 Unexpected Site Changes 3/16J2017 1.0 1.0 67.0 A187 Resolution of Utility Conflicts 3/17/2017 1.0 1.0 68.0 A187 Resolution of Utility Conflicts 3/21/2017 1.0 1.0 69.0 A187 Resolution of Utility Conflicts 3/21/2017 1.0 Added per GSL 316 1.0 71.0 A209 Unexpected Site Changes 3/23/2017 3.0 3.0 72.0 A209 Unexpected Site Changes 5/25/2017 0.5 0.5 74.0 B056 Unexpected Site Changes 5/11/2017 3.5 3.5 75.0 8056 Unexpected Site Changes 5/10/2017 7.5 7.5 76.0 A187 Resolution of Utility Conflicts 5/12/2017 2.0 2.0 77.0 A187 Resolution of Utility Conflicts 5/12/2017 2.0 Added per GSL 316 2.0 79.0 A207 Excavation for Retraining PSE Conduit 5/9/2017 6.5 6.5 80.0 A187 Resolution of Utility Conflicts 5/4/2017 8.0 8.0 82.0 A187 Resolution of Utility Conflicts 4/25/2017 1.0 1.0 83.0 A209 Unexpected Site Changes 4/25/2017 2.0 Added per GSL 316 2.0 84.0 A207 Excavation for Retraining PSE Conduit 4/20/2017 3.5 3.5 85.0 A207 Excavation for Retraining PSE Conduit 4/26/2017 3.5 3.5 86.0 A207 Excavation for Retraining PSE Conduit 4/19/2017 4.0 4.0 87.0 D013 Unexpected Site Changes 4/18/2017 7.0 7.0 88.0 D013 Unexpected Site Changes 4/17/2017 8.0 8.0 89.0 D013 Unexpected Site Changes 4/14/2017 8.0 8.0 90.0 A209 Unexpected Site Changes 4/13/2017 5.5 5.5 Only B.Ohrs charged for day-1.5hrs 91.0 A207 Excavation for Retraining PSE Conduit 4/7/2017 9.5 exceeded 8.0 Added per GSL 316.Only 8.0hr5 charged for 91.1 A207 Excavation for Retraining PSE Conduit 4/7/2017 1.0 day-1.0hrs exceeded 0.0 Added per GSL 316.Only 8.0hrs charged for 92.0 A187 Resolution of Utility Conflicts 4/7/2017 4.0 day-4.Ohrs exceeded 0.0 Noted on GSL 316 Exhibit B as 4.Ohrs-FA log 93.0 A187 Resolution of Utility Conflicts 4/6/2017 2.0 states 2.Ohrs 2.0 94.0 A187 Resolution of Utility Conflicts 4/6/2017 6.0 6.0 Added per GSL 316 Only 8.Ohrs charged for 94.1 A187 Resolution of Utility Conflicts 4/6/2017 2.5 day-2.5hrs exceeded 0.0 96.0 A187 Resolution of Utility Conflicts 4/5/2017 1.0 Added per GSL 316 1.0 97.0 C006 Unexpected Site Changes 4/5/2017 4.0 4.0 Only 8.0hrs charged for day-1.Shrs 98.0 A209 Unexpected Site Changes 4/13/2017 4.0 exceeded 2.5 99.0 A187 Resolution of Utility Conflicts 4/3/2017 0.5 0.5 100.0 E004 Unexpected Site Changes 3/29/2017 4.0 4.0 106.0 D013 Unexpected Site Changes 5/10/2017 4.0 4.0 107.0 A187 Resolution of Utility Conflicts 5/15/2017 8.0 8.0 108.0 E004 Unexpected Site Changes 5/16/2017 2.0 Added per GSL 316 2.0 109.0 A187 Resolution of Utility Conflicts 5/16/2017 8.0 8.0 111.0 E004 Unexpected Site Changes 5/17/2017 1.0 Added per GSL 316 1.0 112.0 A187 Resolution of Utility Conflicts 5/17/2017 8.0 8.0 113.0 A187 Resolution of Utility Conflicts 5/18/2017 2.0 2.0 114.0 A209 Unexpected Site Changes 5/19/2017 1.0 1.0 GSL 316 Appendix B states 2.Ohrs;FA log 115.0 A209 Unexpected Site Changes 5/22/2017 1.0 states 1.0hrs 1.0 116.0 E004 Unexpected Site Changes 5/22/2017 3.0 3.0 117.0 A209 Unexpected Site Changes 5/23/2017 2.0 2.0 118.0 A209 Unexpected Site Changes 5/23/2017 1.0 Added per GSL 316 1.0 119.0 8056 Unexpected Site Changes 5/31/2017 3.0 3.0 121.0 C006 Unexpected Site Changes 6/1/2017 10.0 10.0 GSL 316 has this on 6/2/17.FA Log has 121.1 IC006 Unexpected Site Changes 6/1/2017 2.0 6/1/17.2.Ohrs exceeded. 0.0 122.0 A209 Unexpected Site Changes 6/2/2017 3.0 3.0 123.0 A187 Resolution of Utility Conflicts 6/5/2017 6.5 6.5 124.0 D013 Unexpected Site Changes 6/2/2017 2.0 2.0 125.0 A187 Resolution of Utility Conflicts 6/6/2017 7.0 7.0 Only 8.Ohrs charged for day-4.Ohrs 125.1 A187 Resolution of Utility Conflicts 6/6/2017 5.0 exceeded 1.0 129.0 A187 Resolution of Utility Conflicts 6/1212017 3.5 3.5 131.0 A209 Unexpected Site Changes 6/12/2017 3.0 Added per GSL 316 3.0 133.0 A187 Resolution of Utility Conflicts 6/19/2017 3.0 3.0 134.0 A209 Unexpected Site Changes 6/21/2017 1.0 Added per GSL 316 1.0 135.0 A187 Resolution of Utility Conflicts 6/21/2017 5.5 5.5 136.0 A187 Resolution of Utility Conflicts 6/20/2017 2.0 2.0 137.0 A209 Unexpected Site Changes 6/21/2017 1 1.0 jAdded per GSL 316 1.0 2of4 138.0 A2)D9 L�i.-x ctr_c!Site C.;arges 6/21/2017 2.0 Orig 6/26/19 date corrected.8.Ohrs chargedW7. 139.0 A187 Resolution of Utility Conflicts 6/28/2017 2.0 143.0 B050 Resolution of Utility Conflicts 7/5/2017 3.0 144.0 .6050 Resolution of Utility Conflicts 7/6/2017 7.0 147.0 A209 Unexpected Site Changes 7/10/2017 1.0 149.0 A209 Unexpected Site Changes 7/12/2017 5.5 150.0 B056 Unexpected Site Changes 7/17/2017 6.0 6.0 152.0 8056 Unexpected Site Changes 7/18/2017 5.0 5.0 153.0 A209 Unexpected Site Changes 7/14/2017 0.5 0.5 156.0 A209 Unexpected Site Changes 7/20/2017 8.0 8.0 160.0 A187 Resolution of Utility Conflicts 6/27/2017 1.0 1.0 162.0 A209 Unexpected Site Changes 7/21/2017 3.0 3.0 163.0 A209 Unexpected Site Changes 7/8/2017 1.0 No time charged(Saturday) 0.0 164.0 C006 Unexpected Site Changes 7/10/2017 5.0 5.0 165.0 A209 Unexpected Site Changes 7/19/2017 4.0 4.0 173.0 E004 Unexpected Site Changes 5/5/2017 8.0 8.0 174.0 E004 Unexpected Site Changes 5/8/2017 8.0 8.0 175.0 E004 Unexpected Site Changes 5/9/2017 8.0 8.0 Only 16.Ohrs charged for day-5.5hrs 176.0 E004 Unexpected Site Changes 5/10/2017 10.0 exceeded 4.5 177.0 E004 Unexpected Site Changes 5/11/2017 8.0 8.0 Added per GSL 316.Only 10.Ohrs charged for 178.0 A187 Resolution of Utility Conflicts 6/1/2017 2.5 day-2.5hrs exceeded 0.0 Added per GSL 316.Only 10.0hrs charged for 179.0 0006 Unexpected Site Changes 6/1/2017 10.0 day-10.Ohrs exceeded 0.0 GSL 316 has 10.Ohrs-FA log has 5.0hrs. 179.1 0006 Unexpected Site Changes 6/1/2017 5.0 Regardless,time exceeded 0.0 180.0 A209 Unexpected Site Changes 6/20/2017 1.0 1.0 Added per GSL 316.only 8.Ohrs charged for 181.0 A187 Resolution of Utility Conflicts 6/21/2017 1.0 day-1.0hrs exceeded 0.0 11 182.0 A209 Unexpected Site Changes 7/10/2017 2.0 2.0 183.0 A209 Unexpected Site Changes 7/21/2017 1.0 Added per GSL 316 1.0 184.0 A209 Unexpected Site Changes 7/21/2017 2.0 2.0 185.0 A187 Resolution of Utility Conflicts 7/25/2017 1.0 1.0 187.0 A209 Unexpected Site Chan es 7/28/2017 6.5 6.5 190.0 A209 Unexpected Site Changes 7/31/2017 2.0 Added per GSL 316 2.0 193.0 A209 Unexpected Site Changes 8/3/2017 6.5 6.5 195.0 A209 Unexpected Site Changes 8/4/2017 8.0 8.0 197.0 A207 Excavation for Retraining PSE Conduit 8/2/2017 3.0 3.0 198.0 A209 Unexpected Site Changes 8/7/2017 7.0 7.0 200.0 A209 Unexpected Site Changes 8/8/2017 1.5 GSL 316 has this as 1.0hrs.FA log has 1.5hrs 1.5 201.0 A209 Unexpected Site Changes 8/8/2017 2.5 2.5 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 4.0 4.0 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 4.0 Added per GSL 316 4.0 204.0 A207 Excavation for Retraining PSE Conduit 8/10/2017 6.0 6.0 205.0 A209 Unexpected Site Changes 8/14/2017 1.0 Added per GSL 316 1.0 207.0 IA187 Resolution of Utility Conflicts 8/15/2017 1.5 1.5 208.0 A207 Excavation for Retraining PSE Conduit 8/17/2017 2.5 2.5 209.0 A207 Excavation for Retraining PSE Conduit 8/16/2017 3.0 3.0 210.0 A209 Unexpected Site Changes 8/18/2017 1.5 1.5 Only 8.Ohrs charged for day-B.Ohrs 212.0 E004 Unexpected Site Changes 5/12/2017 8.0 exceeded 0.0 213.0 E004 Unexpected Site Changes 5/15/2017 8.0 8.0 214.0 A209 Unexpected Site Changes 7/14/2017 1.0 Added per GSL 316 1.0 217.0 A209 Unexpected Site Changes 8/14/2017 1.0 1.0 220.0 A209 Unexpected Site Changes 8/16/2017 3.5 3.5 221.0 A209 Unexpected Site Changes 8/18/2017 1.5 1.5 223.0 A209 Unexpected Site Changes 8/25/2017 1.0 1.0 226.0 JA209 Unexpected Site Changes 8/29/2017 1.0 1.0 227.0 IA209 Unexpected Site Changes 8/30/2017 1.0 1.0 228.0 A209 Unexpected Site Changes 8/31/2017 3.0 3.0 229.0 A209 Unexpected Site Changes 9/5/2017 2.5 2.5 230.0 A207 Excavation for Retraining PSE Conduit 9/6/2017 6.5 6.5 231.0 A207 Excavation for Retraining PSE Conduit 9/7/2017 5.5 5.5 233.0 A207 Excavation for Retraining PSE Conduit 9/8/2017 2.0 2.0 234.0 A207 Excavation for Retraining PSE Conduit 9/11/2017 2.0 2.0 235.0 A209 Unexpected Site Changes 9/12/2017 4.5 4.5 3 of 4 236.0 A207 Excavation for Retraining PSE Conduit 9/15/2017 2.0 2.0 238.0 A187 Resolution of Utility Conflicts 9/18/2017 2.0 2.0 242.0 A209 Unexpected Site Changes 9/19/2017 6.0 6.0 245.0 A209 Unexpected Site Changes 8/29/2017 4.5 4.5 247,0 E004 Unexpected Site Changes 9/26/2017 5.0 5.0 248.0 E004 Unexpected Site Changes 9/27/2017 8.0 8.0 249.0 A209 Unexpected Site Changes 9/29/2017 1.0 1.0 250.0 A209 Unexpected Site Changes 9/29/2017 4.0 4.0 252.0 A209 Unexpected Site Changes 10/2/2017 6.5 6.5 255.0 A209 Unexpected Site Changes 10/3/2017 4.0 4.0 256.0 A209 Unexpected Site Changes 10/5/2017 7.0 7.0 257.0 A209 Unexpected Site Changes 10/6/2017 4.0 4.0 258.0 A209 Unexpected Site Changes 10/10/2017 0.5 0.5 263.0 A209 Unexpected Site Changes 10/17/2017 1.0 1.0 264.0 A209 Unexpected Site Changes 10/17/2017 1.0 1.0 265,0 E004 Unexpected Site Changes 10/18/2017 1.0 Added per GSL 316 1.0 Added per GSL 316(this was listed twice but 267.0 D013 Unexpected Site Changes 10/18/2017 1.0 for same change) 1.0 268.0 A209 Unexpected Site Changes 10/20/2017 2.0 No time charged(weather day) 0.0 269.0 A209 Unexpected Site Changes 10124/2017 1.0 1.0 270.0 A209 Unexpected Site Changes 10/25/2017 1.0 1.0 271,0 D013 Unexpected Site Changes 11/10/2016 2.0 2.0 2740 A207 Excavation for Retraining PSE Conduit 5/2/2017 1.0 1.0 Only 8.0hrs charged for day-2.5hrs 277.0 E004 Unexpected Site Changes 5/12/2017 2.5 exceeded 0.0 278.0 A209 Unexpected Site Changes 7/25/2017 1.0 1.0 280.0 A187 Resolution of Utility Conflicts 8/24/2017 0.5 GSL 316 has this as 1.0hrs.FA log has O.Shrs 0.5 281.0 B056 Unexpected Site Changes 8/25/2017 3.5 3.5 282.0 A209 Unexpected Site Changes 8/29/2017 1.0 1.0 284.0 A209 Unexpected Site Changes 10/26/2017 2.5 2.5 287.0 D013 Unexpected Site Changes 10/30/2017 3.0 3.0 288.0 A209 Unexpected Site Changes 11/1/2017 2.0 2.0 Added per GSL 316.No time charged 291.0 A187 Resolution of Utility Conflicts 11/3/2017 5.0 (weather day) 0.0 292.0 EO04 Unexpected Site Changes 11/3/2017 8.0 No time charged(weather day) 0.0 293.0 A209 Unexpected Site Changes 11/6/2017 3.5 3.5 294.0 A209 Unexpected Site Changes 11/6/2017 0.5 GSL 316 has this as 1.0hrs.FA log has O.Shrs 0.5 295.0 A187 Resolution of Utility Conflicts 11/6/2017 2.0 Added per GSL 316 2.0 297.0 A209 Unexpected Site Changes 11/16/2017 3.0 3.0 298.0 A209 Unexpected Site Changes 11/17/2017 0.5 0.5 302.0 A209 Unexpected Site Changes 10/31/2017 1.5 1.5 304.0 A209 Unexpected Site Changes 11/29/2017 1.0 1.0 306.0 A209 Unexpected Site Changes 12/1/2017 1.0 1.0 308.0 A209 Unexpected Site Changes 12/5/2017 2.0 Added per GSL 316 2.0 309.0 8056 Unexpected Site Changes 12/7/2017 7.5 7.5 310.0 8056 Unexpected Site Changes 12/8/2017 4.0 4.0 311.0 A209 Unexpected Site Changes 12/8/2017 1.0 Added per GSL 316 1.0 312.0 A209 Unexpected Site Changes 12/13/2017 7.0 7.0 313.0 A209 Unexpected Site Changes 12/13/2017 1.0 Added per GSL 316 1.0 316.0 A209 Unexpected Site Changes 12/6/2017 2.0 2.0 Only 8.0hrs charged for day-0.5hrs 317.0 A209 Unexpected Site Changes12/7/2017 1.0 exceeded 0.5 318.0 A187 Resolution of Utility Conflicts _12/18/2017 8.0 8.0 Total Raw Hrs 742.0 Total Corrected Hoursl 662.5 4of4 Change Order 20:Supplement/Correction to Change Order 06 Attachment C.Labor Hours All Force Accounts Through PE#16(FA#'s 1-319) FA No Bid Item Name and Number Date NAME JOCCUPATION HOURS 1.0 A209 Unexpected Site Changes 10/27/2016 DARREL CURE GEN FOREMAN 3.00 1.0 A209 Unexpected Site Changes 10/27/2016 SCOTT PHILLIPS LABORER 3.00 1.0 A209 Unexpected Site Changes 10/27/2016 PATRICE JOHNSON 80%APP OPERATOR 3.00 1.0 A209 Unexpected Site Changes 10/27/2016 DEREK EDENS JOPERATOR 3.00 1.01A209 Unexpected Site Changes 10/27/2016 DREW BRIGHAM 70%APP OPERATOR 3.00 2.0 13056 Unexpected Site Changes 10/28/2016 SCOTT DAVIS LABORER 1.00 2.0 13056 Unexpected Site Changes 10/28/2016 TONY HAYBURN FOREMAN 1.00 3.0 D013 Unexpected Site Changes 11/1/2016 DARREL CURE GEN FOREMAN 0.50 3.0 D013 Unexpected Site Changes 11/1/2016 SCOTT PHILLIPS LABORER 0.50 3.0 D013 Unexpected Site Changes 11/1/2016 PATRICE JOHNSON 80%APP OPERATOR 0.50 3.0 D013 Unexpected Site Changes 11/1/2016 DREW BRIGHAM 70%APP OPERATOR 0.50 4.1 A187 Resolution of Utility Conflicts 11/1/2016 DARREL CURE GEN FOREMAN 1.00 4.1 A187 Resolution of Utility Conflicts 11/1/2016 PATRICE JOHNSON 80%APP OPERATOR 1.00 4.11A187 Resolution of Utility Conflicts 11/1/2016 SAMUEL JUNEAU SUPERINTENDENT 1.00 4.2 A187 Resolution of Utility Conflicts 11/3/2016 RYAN MCDONALD ELEC FOREMAN 4.00 4.2 A187 Resolution of Utility Conflicts 11/3/2016 JOHN TAYLOR ELECTRICIAN 4.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 DARREL CURE GEN FOREMAN 3.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 SAMUEL JUNEAU SUPERINTENDENT 5.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 SCOTT PHILLIPS LABORER 3.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 PATRICE JOHNSON 80%APP OPERATOR 5.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 DREW BRIGHAM 70%APP OPERATOR 5.00 4.3 A187 Resolution of Utility Conflicts 11/1/2016 CODY HIGGINBOTHAM TCS 5.00 5.0 A209 Unexpected Site Changes 11/8/20161 DARREL CURE GEN FOREMAN 1.00 5.0 A209 Unexpected Site Changes 11/8/2016 SCOTT PHILLIPS LABORER 1.00 5.0 A209 Unexpected Site Changes 11/8/2016 BUSTER BANDY OPERATOOR 1.00 6.0 D013 Unexpected Site Changes 11/9/2016 DARREL CURE GEN FOREMAN 2.50 6.0 D013 Unexpected Site Changes 11/9/2016 BUSTER BANDY OPERATOOR 2.50 6.0 D013 Unexpected Site Changes 11/9/2016 SCOTT PHILLIPS LABORER 2.50 7.0 A209 Unexpected Site Changes 11/9/2016 DARREL CURE IGEN FOREMAN 2.00 7.0 A209 Unexpected Site Changes 11/9/2016 BUSTER BANDY OPERATOOR 2.00 7.0 A209 Unexpected Site Changes 11/9/2016 SCOTT PHILLIPS LABORER 2.00 8.0 8050 Resolution of Utility Conflicts 10/6/2016 TONY HAYBURN FOREMAN 3.00 8.0 B050 Resolution of Utility Conflicts 10/6/2016 BILL COLLINS OPERATOR 3.00 8.0 B050 Resolution of Utility Conflicts 10/6/2016 DREW BRIGHAM 70%APP OPERATOR 3.00 8.0 B050 Resolution of Utility Conflicts 10/6/2016 BRODY KASTNING LABORER 3.00 9.0 A136 Property Restoration 11/4/2016 RON RAVER OPERATOR FOREMAN 0.25 9.0 A136 Property Restoration 11/4/2016 BILL KOLNSBERG OPERATOR 0.25 9.0 A136 Property Restoration 11/4/2016 STEVE ORSBORN OPERATOR 0.25 10.0 B050 Resolution of Utility Conflicts 11/4/2016 TONY HAYBURN FOREMAN 2.00 10.0 8050 Resolution of Utility Conflicts 11/4/2016 BILL COLLINS OPERATOR 2.00 10.0 B050 Resolution of Utility Conflicts 11/4/2016 PHIL BREWER PIPE LAYER 2.00 11.0 8050 Resolution of Utility Conflicts 11/7/2017 TONY HAYBURN FOREMAN 5.50 11.0 B050 Resolution of Utility Conflicts 11/7/2017 BILL COLLINS OPERATOR 5.50 11.0 8050 Resolution of Utility Conflicts 11/7/2017 PATRICE JOHNSON 80%APP OPERATOR 5.50 11.0 B050 Resolution of Utility Conflicts 11/7/2017 JAMES GESSEL PIPE LAYER 5.50 11.0 B050 Resolution of Utility Conflicts 11/7/2017 PHIL BREWER PIPE LAYER 5.50 12.0 A209 Unexpected Site Changes 11/10/2016 DARREL CURE GEN FOREMAN 1.00 12.0 A209 Unexpected Site Changes 11/10/2016 BUSTER BANDY OPERATOR 1.00 12.0 A209 Unexpected Site Changes 11/10/2016 JAMES GESSEL PIPE LAYER 1.00 13.0 A209 Unexpected Site Changes 11/28/2016 DARREL CURE GEN FOREMAN 3.00 13.0 A209 Unexpected Site Changes 11/28/20161 DREW BRIGHAM 70%APP OPERATOR 3.00 13.0 A209 Unexpected Site Changes 11/28/2016 VANDORA SIONE LABORER 3.00 14.0 A209 Unexpected Site Changes 11/29/2016 DARREL CURE GEN FOREMAN 1.00 14.0 A209 Unexpected Site Changes 11/29/2016 DREW BRIGHAM 70%APP OPERATOR 1.00 14.0 A209 Unexpected Site Changes 11/29/2016 SCOTT PHILLIPS LABORER 1.00 14.0 A209 Unexpected Site Changes 11/29/2016 VANDORA SIONE LABORER 1.00 15.0 A209 Unexpected Site Changes 11/30/2016 DARREL CURE GEN FOREMAN 0.50 15.0 A209 Unexpected Site Changes 11/30/2016 BUSTER BANDY OPERATOR 0.50 16.0 B056 Unexpected Site Changes 12/5/2016 RON RAVER OPERATOR FORMAN 2.00 16.0 8056 Unexpected Site Changes 12/5/2016 BRODY KASTNING LABORER 2.00 16.0 8056 Unexpected Site Changes 12/5/2016 KRIS BLAIS OPERATOR 2.00 17 0 A187 Resolution of Utility Conflicts 1 12/6/20161 RYAN MCDONALD El EC FOREMAN 0.50 Page 1 of 16 18.0 A209 Unexpected Site Changes 12/7/2016 RYAN MCDONALD ELEC FOREMAN 4.00 18.0 A209 Unexpected Site Changes 12/7/2016 ROB SMITH ELECTRICIAN 4.00 18.0 A209 Unexpected Site Changes 12/7/2016 JEFF LINDBERG ELECTRICIAN 1.00 19.0 A172 Relocate Private Luminaires 12/7/2016 CODY HIGGENBOTHAM PIPE FOREMAN 3.00 19.0 A172 Relocate Private Luminaires 12/7/2016 BUSTER BANDY OPERATOR 3.00 19.0 A172 Relocate Private Luminaires 12/7/2016 SCOTT PHILLIPS LABORER 3.00 19.0 A172 Relocate Private Luminaires 12/7/2016 RON RAVER OPERATOR FORMAN 3.00 19.0 A172 Relocate Private Luminaires 12/7/2016 KRIS BLAIS OPERATOR 3.00 19.0 A172 Relocate Private Luminaires 12/7/2016 BRODY KASTNING LABORER 3.00 20.0 A187 Resolution of Utility Conflicts 12/8/2016 CODY HIGGENBOTHAM PIPE FOREMAN 1.00 20.0 A187 Resolution of Utility Conflicts 12/8/2016 SCOTT PHILLIPS LABORER 1.00 21.0 A187 Resolution of Utility Conflicts 12/8/2016 RYAN MCDONALD ELEC FOREMAN 1.00 22.0 A187 Resolution of Utility Conflicts 12/12/2016 RON RAVER OPERATOR FORMAN 1.50 22.0 A187 Resolution of Utility Conflicts 12/12/2016 BRODY KASTNING LABORER 1.50 23.0 D013 Unexpected Site Changes 12/15/2016 RON RAVER OPERATOR FORMAN 2.50 23.0 D013 Unexpected Site Changes 12/15/2016 BRODY KASTNING LABORER 2.50 24.0 D013 Unexpected Site Changes 11/10/2016 DARRELL CURE OPERATOR FOREMAN 4.00 24.0 D013 Unexpected Site Changes 11/10/2016 BUSTER BANDY OPERATOR 3.00 24.0 D013 Unexpected Site Changes 11/10/2016 JAMES GESSEL PIPE LAYER 3.00 25.0 A188 Potholing I 12/6/2016 CODY HIGGENBOTHAM PIPE FOREMAN 4.00 26.0 A188 Potholing 12/16/2016 CODY HIGGENBOTHAM PIPE FOREMAN 8.00 26.0 A188 Potholing 12/16/2016 PATRICEJOHNSON OPER APPRENTICE 2.00 27.0 A188 Potholing 12/19/2016 DARRELL CURE OPERATOR FOREMAN 6.00 27.0 A188 Potholing 12/19/2016 KRIS BLAIS OPERATOR 3.00 28.0 A209 Unexpected Site Changes 12/21/2016 CODY HIGGENBOTHAM PIPE FOREMAN 2.50 28.0 A209 Unexpected Site Changes 12/21/2016 BUSTER BANDY OPERATOR 2.50 28.0 A209 Unexpected Site Changes 12/21/2016 BRODY KASTNING LABORER 2.50 29.0 A209 Unexpected Site Changes 1/3/2017 BUSTER BANDY OPERATOR 1.50 29.0 A209 Unexpected Site Changes 1/3/2017 BRODY KASTNING LABORER 1.50 29.0 A209 Unexpected Site Changes 1/3/2017 KRIS BLAIS OPERATOR 1.50 29.0 A209 Unexpected Site Changes 1/3/2017 TONYA LEE FLAGGER 1.50 29.0 A209 Unexpected Site Changes 1/3/2017 DEAN DORSETT OPERATOR 1.50 30.0 D013 Unexpected Site Changes 1/5/2017 Buster Bandy Excavtor Op 15-30 MT 3.50 30.0 D013 Unexpected Site Changes 1/5/20171 Brody Kastning General Laborer 3.50 30.0 D013 Unexpected Site Changes 1/5/2017 Kris Blais Excavtor Op 15-30 Mt 3.50 30.0 D013 Unexpected Site Changes 1/5/2017 Tonya Lee General Laborer 3.50 30.1 D013 Unexpected Site Changes 1/5/2017 Ryan McDonald Electrician 3.00 30.1 D013 Unexpected Site Changes 1/5/2017 Earl Grimm Apprentice 45% 3.00 31.0 A187 Resolution of Utility Conflicts 1/6/2017 BUSTER BANDY OPERATOR 1.00 31.0 A187 Resolution of Utility Conflicts 1/6/2017 BRODY KASTNING LABORER 1.00 31.0 A187 Resolution of Utility Conflicts 1/6/2017 KRIS BLAIS OPERATOR 1.00 32.0 A187 Resolution of Utility Conflicts 1/9/2017 BUSTER BANDY OPERATOR 1.00 32.0 A187 Resolution of Utility Conflicts 1/9/2017 BRODY KASTNING LABORER 1.00 34.0 A188 Potholing 1/17/2017 DARREL CURE FOREMAN 4.00 35.1 A187 Resolution of Utility Conflicts 1/24/2017 BUSTER BANDY OPERATOR 2.50 35.1 A187 Resolution of Utility Conflicts 1/24/2017DEAN DORSETT OPERATOR 2.50 35.1 A187 Resolution of Utility Conflicts 1/24/2017 DARREL CURE FOREMAN 2.50 35.1 A187 Resolution of Utility Conflicts 1/24/2017 VANDORA SIONE LABORER 2.50 35.1 A187 Resolution of Utility Conflicts 1/24/2017 BRODY KASTNING LABORER 1.00 35.1 A187 Resolution of Utility Conflicts 1/24/2017 RUSS GIELSKI SUPERINTENDENT 1.50 35.2 A187 Resolution of Utility Conflicts 1/25/2017 BUSTER BANDY OPERATOR 2.50 35.2 A187 Resolution of Utility Conflicts 1/25/20171 DEAN DORSETT OPERATOR 2.50 35.2 A187 Resolution of Utility Conflicts 1/25/2017 DARREL CURE FOREMAN 2.50 35.2 A187 Resolution of Utility Conflicts 1/25/2017 VANDORA SIONE LABORER 2.50 35.3 A188 Potholing 1/24/2017 VANDORA SIONE LABORER 0.50 36.0 A172 Relocate Private Luminaires 11/26/2016 RYAN MCDONALD(AMAYA) ELEC FOREMAN 1.50 37.0 A187 Resolution of Utility Conflicts 1/26/2017 RON RAVER OPERATOR FORMAN 2.00 37.0 A187 Resolution of Utility Conflicts 1/26/2017 BRODY KASTNING LABORER 2.00 37.0 A187 Resolution of Utility Conflicts 1/26/2017 DREW BRIGHAM 70%APP OPERATOR 2.00 37.0 A187 Resolution of Utility Conflicts 1/26/2017 RUSS GIELSKI SUPERINTENDENT 2.00 37.0 A187 Resolution of Utility Conflicts 1/26/2017 NICK MORROW PIPE LAYER 2.00 37.0 A187 Resolution of Utility Conflicts 1/26/2017 JOHN TAYLOR(AMAYA) ELECTRICIAN 1.00 38.0 A188 Potholing 1/27/2017 ROMEO CATAGUE GENERAL LABORER 4.00 38.0 A188 Potholing 1/27/2017 SCOTT PHILLIPS LABORER 4.00 39.0 B056 Unexpected Site Changes I 1/31/2017 RUSS GIELSKI ISUPERINTENDENT 2.50 Page 2 of 16 39.0 B056 Unexpected Site Changes 1/31/2017 RON RAVER OPERATOR FORMAN 2.50 39.0 8056 Unexpected Site Changes 1/31/2017 DREW BRIGHAM 70%APP OPERATOR 2.50 39.0 B056 Unexpected Site Changes 1/31/2017 BRODY KASTNING LABORER 2.50 39.0 B056 Unexpected Site Changes 1/31/2017 NICK MORROW PIPE LAYER 1.001 39.0 B056 Unexpected Site Changes 1/31/2017 ANDREW ROBERTSON TCS 2.50 40.0 B056 Unexpected Site Changes 2/1/2017 RUSS GIELSKI SUPERINTENDENT 3.50 40.0 8056 Unexpected Site Changes 2/1/2017 RON RAVER OPERATOR FORMAN 3.50 40.0 B056 Unexpected Site Changes 2/1/2017 DREW BRIGHAM 70%APP OPERATOR 3.50 40.0 B056 Unexpected Site Changes 2/1/2017 BRODY KASTNING LABORER 3.50 40.0 B056 Unexpected Site Changes 2/1/2017 NICK MORROW LABORER 3.50 40.0 8056 Unexpected Site Changes 2/1/2017 ANDREW ROBERTSON TCS 2.50 41.0 D013 Unexpected Site Changes 211/20171 DEAN DORSETT OPERATOR 0.50 41.0 D013 Unexpected Site Changes 2/1/2017 DARREL CURE FOREMAN 0.50 42.0 BO50 Resolution of Utility Conflicts 2/1/2017 TIM KELLOG TCS 1.00 42.0 BO50 Resolution of Utility Conflicts 2/1/2017 TONYA LEE TCS FLAGGER 0.50 42.0 8050 Resolution of Utility Conflicts 2/1/2017 DEAN DORSETT OPERATOR 0.50 43.0 A209 Unexpected Site Changes 2/16/2017 RUSS GIELSKI SUPERINTENDENT 4.00 43.0 A209 Unexpected Site Changes 2/16/2017 BUSTER BANDY OPERATOR 4.00 43.0 A209 Unexpected Site Changes 2/16/2017 BRODY KASTNING LABORER 4.00 43.0 A209 Unexpected Site Changes 2/16/2017 DREW BRIGHAM 70%APP OPERATOR 4.00 43.0 A209 Unexpected Site Changes 2/16/2017 BRYAN LABORER 4.00 43.0 A209 Unexpected Site Changes 2/16/2017 RYAN MCDONALD(AMAYA) ELEC FOREMAN 2.00 44.0 A187 Resolution of Utility Conflicts 2/17/2017 DEAN LAWSON OPERATOR FOREMAN 5.00 44.0 A187 Resolution of Utility Conflicts 2/17/2017 LES LUTTON OPERATOR 5.06 44.0 A187 Resolution of Utility Conflicts t2/21/2017 ROMEO CATAGUE LABORER 5.00 44.0 A187 Resolution of Utility Conflicts SCOTT PHILIPS LABORER 5.00 44.0 A187 Resolution of Utility Conflicts KRIS BLAIS OPERATOR 5.00 45.0 A187 Resolution of Utility Conflicts DEAN LAWSON OPERATOR FOREMAN 8.50 45.0 A187 Resolution of Utility Conflicts ROMEO CATAGUE LABORER 8.50 45.0 A187 Resolution of Utility Conflicts DREW BRIGHAM 70%APP OPERATOR 8.50 45.0 A187 Resolution of Utility Conflicts 2/21/20171 NICK MORROW LABORER 8.50 45.0 A187 Resolution of Utility Conflicts 2/21/2017 SCOTT PHILIPS LABORER 8.50 45.0 A187 Resolution of Utility Conflicts 2/21/2017 EARL GRIMM APP ELECTRICIAN 4.50 45.0 A187 Resolution of Utility Conflicts 2/21/2017 JOHN TAYLOR ELECTRICIAN 4.50 45.0 A187 Resolution of Utility Conflicts 2/21/2017 RYAN MCDONALD ELEC FOREMAN 2.50 46.01A207 Excavation for Retraining PSE Conduit 2/22/2017 DONOVAN ABELE OPERATOR FOREMAN 2.00 46.0 A207 Excavation for Retraining PSE Conduit 2/22/2017 NICK MORROW LABORER 2.00 46.0 A207 Excavation for Retraining PSE Conduit 2/22/2017 SCOTT PHILIPS LABORER 2.00 46.0 A207 Excavation for Retraining PSE Conduit 2/22/2017 EARL GRIMM APP ELECTRICIAN 0.50 46.0 A207 Excavation for Retraining PSE Conduit 2/22/2017 JOHN TAYLOR ELECTRICIAN 0.50 47.0 A209 Unexpected Site Changes 2/23/2017 DEAN LAWSON OPERATOR FOREMAN 8.50 47.0 A209 Unexpected Site Changes 2/23/2017 ROMEO CATAGUE LABORER 8.50 47.0 A209 Unexpected Site Changes 2/23/2017 EARL GRIMM JAPP ELECTRICIAN 2.50 47.0 A209 Unexpected Site Changes 2/23/2017 JOHN TAYLOR JELECTRICIAN 2.50 47.0 A209 Unexpected Site Changes 2/23/2017 RYAN MCDONALD JELEC FOREMAN 2.00 48.0 B051 Potholing 2/24/2017 DREW BRIGHAM 70%APP OPERATOR 8.00 48.0 B051 Potholing 2/24/2017 BRODY KASTNING LABORER 6.00 48.0 8051 Potholing 2/24/2017 NICK MORROW LABORER 8.00 49.0 A209 Unexpected Site Changes 2/24/2017 DARREL CURE FOREMAN 2.00 49.0 A209 Unexpected Site Changes 2/24/20171 DEAN DORSETT OPERATOR 2.00 49.0 A209 Unexpected Site Changes 2/24/2017 WILLY LEESTMA APP.OPERATOR 2.00 49.0 A209 Unexpected Site Changes 2/24/20171 VANDORA SIONE LABORER 2.00 51.0 8051 Potholing 2/27/2017 DONOVAN ABELE OPERATOR FOREMAN 3.50 51.0 BO51 Potholing 2/27/2017 NICHOLAS MORROW PIPE LAYER 3.50 52.0 A209 Unexpected Site Changes 2/28/2017 DARREL CURE FOREMAN 0.50 52.0 A209 Unexpected Site Changes 2/28/2017 DEAN DORSETT OPERATOR 0.50 53.0 A209 Unexpected Site Changes 2/27/2017 DARREL CURE FOREMAN 0.50 53.0 A209 Unexpected Site Changes 2/27/2017 DEAN DORSETT OPERATOR 0.50 53.0 A209 Unexpected Site Changes 2/27/2017 VANDORA SIONE LABORER 0.50 53.0 A209 Unexpected Site Changes 2/27/2017 TONYA LEE LABORER 0.50 53.0 A209 Unexpected Site Changes 2/27/2017 WILLY LEESTMA APP.OPERATOR 0.50 55.0 A187 Resolution of Utility Conflicts 3/3/2017 DARREL CURE FOREMAN 1.00 55.0 A187 Resolution of Utility Conflicts 3/3/2017 VANDORA SIONE LABORER 0.50 55.0 A187 Resolution of Utility Conflicts 3/3/2017 WILLY LEESTMA APP.OPERATOR 0.50 56.0 A187 Resolution of Utility Conflicts 3/7/2017 VANDORA SIONE LABORER 0.50 Page 3 of 16 58.0 A187 Resolution of Utility Conflicts 3/1/2017 DARREL CURE OPERATOR FOREMAN 2.00 58.0 A187 Resolution of Utility Conflicts 3/1/2017 DEAN DORSETT OPERATOR 2.00 58.0 A187 Resolution of Utility Conflicts 3/1/2017 VANDORA S1ONE GENERAL LABORER 2.00 58.0 A187 Resolution of Utility Conflicts 3/1/2017 WILLY LEESTMA APPR.OPERATOR 80% 2.00 58.0 A187 Resolution of Utility Conflicts 3/1/2017 TONYA LEE FLAGGER/TRUCK SPOTTER 2.00 57.01A209 Unexpected Site Changes 3/8/2017 DARREL CURE FOREMAN 1.00 57.0 A209 Unexpected Site Changes 3/8/2017 SCOTT PHILIPS LABORER 1.00 57.0 A209 Unexpected Site Changes 3/8/2017 ROMEO CATAGUE LABORER 1.00 59.0 A187 Resolution of Utility Conflicts 3/2/2017 DARREL CURE OPERATOR FOREMAN 8.00 59.0 A187 Resolution of Utility Conflicts 3/2/2017 DEAN DORSETT OPERATOR 7.00 59.0 A187 Resolution of Utility Conflicts 3/2/2017 VAN DORA SIONE GENERAL LABORER 6.50 59.01A187 Resolution of Utility Conflicts 3/2/2017 WILLY LEESTMA APPR.OPERATOR 80% 8.00 60.0 A187 Resolution of Utility Conflicts 3/10/2017 CHARLIE BUSSELL OPERATOR 1.50 60.0 A187 Resolution of Utility Conflicts 3/10/2017 VANDORA SIONE GENERAL LABORER 1.50 60.0 A187 Resolution of Utility Conflicts 3/10/2017 NICHOLAS MORROW PIPE LAYER 1.50 61.1 A187 Resolution of Utility Conflicts 3/10/2017 SCOTT PHILLIPS LABORER 4.00 61.1 A187 Resolution of Utility Conflicts 3/10/2017 ROMEO CATAGUE GENERAL LABORER 4.00 61.1 A187 Resolution of Utility Conflicts 3/10/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 4.00 61.1 A187 Resolution of Utility Conflicts 3/10/2017 WILLY LEESTMA APPR.OPERATOR 80% 2.00 61.2 A187 Resolution of Utility Conflicts 3/10/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 3.00 61.2 A187 Resolution of Utility Conflicts 3/10/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 3.00 61.2 A187 Resolution of Utility Conflicts 3/10/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 3.00 62.0 BO50 Resolution of Utility Conflicts 11/17/2016 BUSTER BANDY OPERATOR 0.50 62.0 B050 Resolution of Utility Conflicts 11/17/20161 ANTHONY HAYBURN PIPE LAYER LEAD 0.50 62.0 8050 Resolution of Utility Conflicts 11/17/2016 JAMES GESSEL PIPE LAYER 0.50 62.0 B050 Resolution of Utility Conflicts 11/17/2016 PHILLIP BREWER PIPE LAYER TAILOR 0.50 62.0 BO50 Resolution of Utility Conflicts 11/17/2016 RAPLH BAKER OPERATOR 0.50 62.0 BO50 Resolution of Utility Conflicts 11/17/2016 PATRICE N JOHNSON OPERATOR 90%APPR. 0.50 63.0 8050 Resolution of Utility Conflicts 11/18/2016 ANTHONY HAYBURN PIPE LAYER LEAD 2.00 63.0 B050 Resolution of Utility Conflicts 11/18/20161 BUSTER BANDY OPERATOR 2.00 63.0 B050 Resolution of Utility Conflicts 11/18/2016 JAMES GESSEL PIPE LAYER 2.00 63.0 8050 Resolution of Utility Conflicts 11/18/2016 PHILLIP BREWER PIPE LAYER TAILOR 2.00 63.0 B050 Resolution of Utility Conflicts 11/18/2016 RAPLH BAKER OPERATOR 2.00 63.0 BO50 Resolution of Utility Conflicts 11/18/2016 PATRICE N JOHNSON OPERATOR 90%APPR. 2.00 64.0 A209 Unexpected Site Changes 12/15/2016 Kameron Peters Laborer Grp 4 8.00 64.0 A209 Unexpected Site Changes 12/15/2016 Shawn Schaut Laborer Grp 4 8.00 64.0 A209 Unexpected Site Changes 12/15/2016 Kevin Hagen Laborer Grp 4 8.00 64.0 A209 Unexpected Site Changes 12/15/2016 Brad Shay Operator Grp 1 8.00 64.0 A209 Unexpected Site Changes 12/15/2016 Jared Strom Operator Grp 3 8.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 SCOTT PHILLIPS LABORER 8.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 ROMEO CATAGUE GENERAL LABORER 8.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 8.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 2.00 65.0 A187 Resolution of Utility Conflicts 3/9/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 2.00 66.0 A209 Unexpected Site Changes 3/16/2017 DARREL CURE OPERATOR GENERAL FOREMAN 1.00 66.0 A209 Unexpected Site Changes 3/16/2017 NICHOLAS MORROW PIPE LAYER 1.00 67.0 A187 Resolution of Utility Conflicts 3/17/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 67.0 A187 Resolution of Utility Conflicts 3/17/2017 ROMEO CATAGUE GENERAL LABORER 1.00 67.0 A187 Resolution of Utility Conflicts 3/17/2017 DANIEL TROWBRIDGE GENERAL LABORER 1.00 68.0 A187 Resolution of Utility Conflicts 3/21/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 68.0 A187 Resolution of Utility Conflicts 3/21/2017 ROMEO CATAGUE GENERAL LABORER 3.00 68.0 A187 Resolution of Utility Conflicts 3/21/2017 KRIS BLAIS OPERATOR 0.50 68.0 A187 Resolution of Utility Conflicts 3/21/2017 LASHELLE MCPHERREN TRAFFIC CONTROL SUPERVISOR 0.50 69.0 A187 Resolution of Utility Conflicts 3/21/2017 CHARLIE BUSSELL OPERATOR 1.00 69.0 A187 Resolution of Utility Conflicts 3/21/2017 NICHOLAS MORROW PIPE LAYER 1.00 70.0 B056 Unexpected Site Changes 3/21/2017 RUSS GIELSKI OPERATOR FOREMAN 4.00 70.0 8056 U.nexpected Site Changes 3/21/2017 BUSTER BANDY OPERATOR 4.00 70.0 8056 Unexpected Site Changes 3/21/2017 BYRON ACKERMANN PIPE LAYER LEAD 4.00 70.0 B056 Unexpected Site Changes 3/21/2017 BRODY KASTNING LABORER 4.00 70.0 B056 Unexpected Site Changes 3/21/2017 DREW BRIGHAM OPERATOR 75%APPR. 4.00 71.0 A209 Unexpected Site Changes 3/23/2017 RUSS GIELSKI OPERATOR FOREMAN 3.00 71.0 A209 Unexpected Site Changes 3/23/2017 BUSTER BANDY OPERATOR 3.00 71.01A209 Unexpected Site Changes 3/23/2017 BRODY KASTNING LABORER 3.00 71.01A209 Unexpected Site Changes 3/23/2017 DREW BRIGHAM JOPERATOR 75%APPR. 3.00 Page 4 of 16 71.0 A209 Unexpected Site Changes 3/23/2017 BYRON ACKERMANN PIPE LAYER LEAD 3.00 72.0 A209 Unexpected Site Changes 5/25/2017 Byron Ackermann Pipe Layer 0.50 72.0 A209 Unexpected Site Changes 5/25/2017 Drew Brigham Operator 75%App 0.50 72.0 A209 Unexpected Site Changes 5/25/2017 Brody Kastning Laborer 0.50 73.0 A188 Potholing 5/22/2017 Russell Gielski Operator Foreman 1.00 74.0 B056 Unexpected Site Changes 5/11/2017 Anthony Trail Foreman 3.50 74.0 8056 Unexpected Site Changes 5/11/2017 Todd Johnson Operator GR2 3.50 74.0 B056 Unexpected Site Changes 5/11/2017 Pete Reed Pipe Layer 3.50 74.0 B056 Unexpected Site Changes 5/11/2017 Chase Guy Laborer 3.50 74.0 B056 Unexpected Site Changes 5/11/2017 Sosefo MoiMoi Laborer 3.50 75.0 8056 Unexpected Site Changes 5/10/2017 Russell Gielski Op.Gen.Foreman 4.00 75.0 8056 Unexpected Site Changes 5/10/2017 Anthony Trail Op.Gen.Foreman 6.50 75.0 B056 Unexpected Site Changes 5/10/2017 Todd Johnson Operator GR2 7.50 75.0 B056 Unexpected Site Changes 5/10/2017 Pete Reed Pipe Layer/Tailor 7.50 75.0 B056 Unexpected Site Changes 5/10/2017 Chase Guy Pipe Layer/Tailor 5.50 75.0 B056 Unexpected Site Changes 5/10/2017 Sosefo MoiMoi Laborer 6.00 75.0 B056 Unexpected Site Changes 5/10/2017 Tina McCollaum Laborer TCS 1.00 75.0 B056 Unexpected Site Changes 5/10/2017 Tonya Lee(Paid as per CP) Flagger Journeyman 1.00 76.0 A187 Resolution of Utility Conflicts 5/12/2017 Les Lutton Excavator Op GR 2 8.00 76.0 A187 Resolution of Utility Conflicts 5/12/2017 Romeo Catague General Laborer 8.00 76.0 A187 Resolution of Utility Conflicts 5/12/2017 Darrel Cure Operator Foreman 1.00 77.0 A187 Resolution of Utility Conflicts 5/12/2017 Ryan McDonald Foreman 1.50 77.0 A187 Resolution of Utility Conflicts 5/12/2017 John Taylor Journeyman 1.00 77.0 A187 Resolution of Utility Conflicts 5/12/2017 Earl Grimms 45%Apprentice 2.00 77.0 A187 Resolution of Utility Conflicts 5/12/2017 Daniel Souza Journeyman 2.00 78.0 A209 Unexpected Site Changes 5/10/2017 David Pearsall Operator Foreman 1.00 78.0 A209 Unexpected Site Changes 5/10/2017 Ralph Tallent Operator GR2 1.00 78.0 A209 Unexpected Site Changes 5/10/2017 Travis Brewer Laborer Pipe Layer 1.00 78.0 A209 Unexpected Site Changes 5/10/2017 Vandora Sione Laborer General 1.00 79.0 A207 Excavation for Retraining PSE Conduit 5/9/2017 Les Lutton Excavator Operator II 6.50 79.0 A207 Excavation for Retraining PSE Conduit 5/9/2017 Romeo Catague General Laborer 6.50 80.0 A187 Resolution of Utility Conflicts 5/4/20171 Less Lutton Excavator Operator II 8.00 80.0 A187 Resolution of Utility Conflicts 5/4/2017 Romeo Catague General Laboerer 8.00 81.0 A188 Potholing 5/4/2017 Todd Johnson Excavator Op II 3.50 81.0 A188 Potholing 5/4/2017 Willy Leetsma Oper Appren 80% 3.50 82.0 A187 Resolution of Utility Conflicts 4/25/2017 Anthony Trail Op.Gen.Foreman 1.00 82.0 A187 Resolution of Utility Conflicts 4/25/2017 Todd Johnson Operator GR2 1.00 82.0 A187 Resolution of Utility Conflicts 4/25/2017 Pete Reed Pipe Layer/Tailor 1.00 82.0 A187 Resolution of Utility Conflicts 4/25/2017 Sosefo MoiMoi Laborer General 1.00 83.0 A209 Unexpected Site Changes 4/25/2017 Charles Bussell Operator GR2 2.00 83.0 A209 Unexpected Site Changes 4/25/2017 James Wilson Operator Appr.90% 2.00 83.0 A209 Unexpected Site Changes 4/25/2017 Travis Brewer Pipe Layer/Tailor 2.00 83.0 A209 Unexpected Site Changes 4/25/2017 Ralph Tallent Operator GR2 2.00 83.0 A209 Unexpected Site Changes 4/25/2017 Jeff Pennington Operator Appr.80% 2.00 84.0 A207 Excavation for Retraining PSE Conduit 4/20/2017 Vandora Sione Laborer General 3.50 85.0 A207 Excavation for Retraining PSE Conduit 4/26/2017 LaShell McPerron Flagger 3.50 85.0 A207 Excavation for Retraining PSE Conduit 4/26/2017 Michael Rose General Laborer 3.50 86.0 A207 Excavation for Retraining PSE Conduit 4/19/2017 Romeo Catague Laborer General 4.00 86.0 A207 Excavation for Retraining PSE Conduit 4/19/2017 Bobby Sears Flagger Journeyman 4.00 87.0 D013 Unexpected Site Changes 4/18/2017 Darrel Cure Operator Foreman 7.00 87.0 D013 Unexpected Site Changes 4/18/2017 Teddy Styzej Excavator Operator 7.00 87.0 D013 Unexpected Site Changes 4/18/2017 Bobby Seals Flagger 7.00 87.0 D013 Unexpected Site Changes F 4/18/2017 Vandora Sione General Laborer 7.00 88.0 D013 Unexpected Site Changes 4/17/2017 Darrel Cure Op.Gen.Foreman 8:00 88.0 D013 Unexpected Site Changes 4/17/2017 Teddy Styzej Operator GR2 8.00 88.0 D013 Unexpected Site Changes 4/17/2017 Vandora Sione Laborer General 8.00 88.0 D013 Unexpected Site Changes 4/17/2017 Bobby Seals Flagger Journeyman 8.00 89.0 D013 Unexpected Site Changes 4/14/2017 Darrell Cure Oper Foreman 8.00 89.0 D013 Unexpected Site Changes 4/14/2017 Les Lutton Excavator Oper 8.00 89.0 D013 Unexpected Site Changes 4/14/2017 Donald Van Horn Excavator Oper 8.00 89.0 D013 Unexpected Site Changes 4/14/2017 Vandora Sione General Laborer 8.00 90.0 A209 Unexpected Site Changes 4/13/2017 Parrel Cure Operator Foreman 3.00 90.0 A209 Unexpected Site Changes 4/13/2017 Les Lutton Excavator Oper 5.50 90.0 A209 Unexpected Site Changes 4/13/2017 Donald Van Horn Excavator Oper 5.50 90.0 A209 Unexpected Site Changes 4/13/2017'Vandora Scione IGeneral Laborer 5.50 Page 5 of 16 90.0 A209 Unexpected Site Changes 4/13/2017 Bobby Seals Flagger 5.50 90.0 A209 Unexpected Site Changes 4/13/2017 Teddy Styzej Excavator Oper 5.50 91.0 A207 Excavation for Retraining PSE Conduit 4/7/2017 Les Lutton Excavator Operator 9.50 91.0 A207 Excavation for Retraining PSE Conduit 4/7/2017 Romeo Catague General Laborer 9.50 91.1 A207 Excavation for Retraining PSE Conduit 4/7/2017 Ryan McDonald Foreman 0.50 91.1 A207 Excavation for Retraining PSE Conduit 4/7/2017 John Taylor Journeyman 1.00 91.1 A207 Excavation for Retraining PSE Conduit 4/7/2017 Daniel Souza Journeyman 1.00 92.0 A187 Resolution of Utility Conflicts 4/7/2017 Darrel Cure Foreman 4.00 92.0 A187 Resolution of Utility Conflicts 4/7/2017 Jeff Bednarik Operator Excavator 4.00 92.0 A187 Resolution of Utility Conflicts 4/7/2017 Vandora Scione General Laborer 4.00 93.0 A187 Resolution of Utility Conflicts 4/6/2017 Les Lutton Excavator Operator 2.00 93.0 A187 Resolution of Utility Conflicts 4/6/2017 Romeo Catague General Laborer 2.00 94.0 A187 Resolution of Utility Conflicts 4/6/20171 Darrel Cure Foreman Operator 6.00 94.0 A187 Resolution of Utility Conflicts 4/6/2017 Vandora Scione General Laborer 6.00 94.0 A187 Resolution of Utility Conflicts 4/6/2017 Jeff Bednarik Excavator Operator 6.00 94.0 A187 Resolution of Utility Conflicts 4/6/2017 LaShelle McPerron Flagger 6.00 94.1 A187 Resolution of Utility Conflicts 4/6/2017 Ryan McDonald Foreman 1.50 94.1 A187 Resolution of Utility Conflicts 4/6/2017 John Taylor Journeyman 2.50 94.1 A187 Resolution of Utility Conflicts 4/6/2017 Holly Shephard 45%Apprentice 2.50 94.1 A187 Resolution of Utility Conflicts 4/6/2017 Daniel Souza Journeyman 2.50 95.0 A187 Resolution of Utility Conflicts 4/6/2017 Ryan McDonald Forman 1.00 95.0 A187 Resolution of Utility Conflicts 4/6/2017 John Taylor Journeyman 1.50 95.0 A187 Resolution of Utility Conflicts 4/6/2017 Daniel Souza Journeyman 1.50 96.0 A187 Resolution of Utility Conflicts 4/5/2017 Darrel Cure Operator Foreman 1.00 96.0 A187 Resolution of Utility Conflicts 4/5/2017 Jeff Bednarik Excavator Operator 1.00 96.0 A187 Resolution of Utility Conflicts 4/5/2017 Vandora Sione General Laborer 1.00 96.0 A187 Resolution of Utility Conflicts 4/5/2017 Dan Trowbridge Flagger/Gen LAB 1.00 97.0 0006 Unexpected Site Changes 4/5/2017 Ryan McDonald Foreman 4.00 97.0 C006 Unexpected Site Changes 4/5/2017 Juston Beasaw lourneyman 4.00 97.0 C006 Unexpected Site Changes 4/5/2017 Craig Park 85%Apprentice 4.00 98.0 A209 Unexpected Site Changes 4/13/2017 Les Lutton Excavator Operator 4.00 98.0 A209 Unexpected Site Changes 4/13/2017 Romeo Catague General Laborer 4.00 98.0 A209 Unexpected Site Changes 4/13/2017 Kris Blais Excavator Operator 1.00 99.0 A187 Resolution of Utility Conflicts 4/3/2017 Les Lutton Excavator Operator 0.50 99.0 A187 Resolution of Utility Conflicts 4/3/2017 Romeo Catague General Laborer 0.50 100.0 E004 Unexpected Site Changes 3/29/2017 Brody Kastning General Laborer 4.00 100.0 E004 Unexpected Site Changes 3/29/2017 Kris Blais Excavator Operator 0.50 102.0 A188 Potholing 3/24/2017 Brody Kastning General Laborer 7.50 102.0 A188 Potholing 3/24/2017 Willy Leestma OperaterAppren 80% 1.00 102.0 A188 Potholing 3/24/2017 Tina McCollaum TCS 1.00 103.0 A188 Potholing 3/23/2017 Brody Kastning General Laborer 8.00 103.0 A188 Potholing 3/23/2017 Darrel Cure Foreman Operator 2.00 103.0 A188 Potholing 3/23/2017 Tina McCollaum TCS 1.50 103.0 A188 Potholing 3/23/2017 LaShelle McPerron Flagger 1.50 104.0 A188 Potholing 3/22/2017 Brody Kastning General Laborer 8.00 104.0 A188 Potholing 3/22/2017 Kyle Graves Operator 2.00 106.0 D013 Unexpected Site Changes 5/10/2017 Ryan McDonald Foreman 4.00 106.0 D013 Unexpected Site Changes 5/10/2017 John Taylor Electrician Jrymn 4.00 106.0 D013 Unexpected Site Changes 5/10/2017 Earl Grimm 45%Apprentice Elec 4.00 107.0 A187 Resolution of Utility Conflicts 5/15/2017 Darrel Cure Operator Foreman 3.00 107.0 A187 Resolution of Utility Conflicts 5/15/2017 Les Lutton Operator Foreman 8.00 107.0 A187 Resolution of Utility Conflicts 5/15/2017 Romeo Catague Laborer 8.00 108.0 E004 Unexpected Site Changes 5/16/2017 Darrel Cure Operator Foreman 1.00 108.0 E004 Unexpected Site Changes 5/16/2017 Charles Bussell Operator 2.00 108.0 E004 Unexpected Site Changes 5/16/2017 Patrick Johnson 80%Apprentice Op 2.00 108.0 E004 Unexpected Site Changes 5/16/2017 James Wilson 90%Apprentice Op 2.00 108.0 E004 Unexpected Site Changes 5/16/2017 Michael Rose Laborer 2.00 108.0 E004 Unexpected Site Changes 5/16/2017 Jeff Pennington 80%Apprentice Op 108.0 E004 Unexpected Site Changes 5/16/2017 Jacob Bennett Excavator Op 0.50 108.0 E004 Unexpected Site Changes 5/16/2017 Jeff Bednarik Excavator Ov 0.50 108.0 E004 Unexpected Site Changes 5/16/2017 Vandora Sione General Laborer 1.00 109.0 A187 Resolution of Utility Conflicts 5/16/2017 Darrel Cure Operator Foreman 1.00 109.0 A187 Resolution of Utility Conflicts 5/16/2017 Les Lutton Excavator Operator 8.00 109.0 A187 Resolution of Utility Conflicts 5/16/2017 Romeo Catague General Laborer 8.00 109.0 A187 Resolution of Utility Conflicts I 5/16/2017 Kris Blaise Excavator Operator 2.00 Page 6 of 16 110.0 A209 Unexpected Site Changes 5/17/2017 Anthony Trail Operator Foreman 3.00 110.0 A209 Unexpected Site Changes 5/17/2017 Tadd Johnson Excavator Operator 3.00 110.0 A209 Unexpected Site Changes 5/17/2017 Pete Reed Pipe Layer 3.00 110.0 A209 Unexpected Site Changes 5/17/2017 Sosefo MoiMoi Laborer 3.00 111.0 E004 Unexpected Site Changes 5/17/2017 Jeff Pennington 80%Appren Op 1.00 112.0 A187 Resolution of Utility Conflicts 5/17/2017 Les Lutton Operator 8.00 112.0 A187 Resolution of Utility Conflicts 5/17/2017 Romeo Catague Laborer 8.00 112.0 A187 Resolution of Utility Conflicts 5/17/2017 Darrel Cure Op Foreman 1.00 112.0 A187 Resolution of Utility Conflicts 5/17/2017 Don Van Horn Operator 1.00 113.0 A187 Resolution of Utility Conflicts 5/18/2017 Ralph Tallent Operator 2.00 113.0 A187 Resolution of Utility Conflicts 5/18/2017 Travis Brewer Pipe Layer 2.00 113.0 A187 Resolution of Utility Conflicts 5/18/2017 Dave Pearsall Excavator Oper 2.00 113.0 A187 Resolution of Utility Conflicts 5/18/2017 Darrel Cure Foreman 1.00 114.0 A209 Unexpected Site Changes 5/19/2017 Jacob Bennett Excavator Oper 1.00 114.0 A209 Unexpected Site Changes 5/19/2017 Jeff Bednarik Excavator Oper 1.00 114.0 A209 Unexpected Site Changes 5/19/2017 Vandora Sione Gen Laborer 1.00 115.0 A209 Unexpected Site Changes 5/22/2017 Jacob Bennett Excavator Oper 1.00 115.0 A209 Unexpected Site Changes 5/22/2017 Jeff Bednarik Excavator Oper 1.00 115.0 A209 Unexpected Site Changes 5/22/2017 Vandora Sione Gen Laborer 1.00 116.0 E004 Unexpected Site Changes 5/22/2017 Jacob Bennett Excavator Oper 3.00 116.0 E004 Unexpected Site Changes 5/22/2017 Jeff Bednarik Excavator Oper 3.00 116.0 E004 Unexpected Site Changes 5/22/2017 Vandora Sione Gen Laborer 3.00 117.0 A209 Unexpected Site Changes 5/23/2017 Dave Pearsall Excavator Oper 1.00 117.0 A209 Unexpected Site Changes 5/23/2017 Les Lutton Excavator Oper 2.00 118.0 A209 Unexpected Site Changes 5/23/2017 Anthonv Trail Foreman Oper 1.00 118.0 A209 Unexpected Site Changes 5/23/2017 Todd Johnson Excavator Oper 1.00 118.0 A209 Unexpected Site Changes 5/23/2017 Pete Reed Pipe Layer 1.00 118.0 A209 Unexpected Site Changes 5/23/2017 Sosefo MoiMoi General Laborer 1.00 118.0 A209 Unexpected Site Changes 5/23/2017 Chase Guy Laborer 1.00 118.0 A209 Unexpected Site Changes 5/23/2017 Donald Boon Flagger 1.00 119.0 B056 Unexpected Site Changes 5/31/20171 Russ Gielski Foreman Oper 3.00 119.0 B056 Unexpected Site Changes 5/31/20171 Drew Brigham 75%Appren Oper 3.00 119.0 B056 Unexpected Site Changes 5/31/2017 Byron Ackerman Pipe Layer Lead 3.00 119.0 B056 Unexpected Site Changes 5/31/2017 Brody Kastning Laborer 3.00 121.0 C006 Unexpected Site Changes 6/1/2017 Bobby Seals Laborer 10.00 121.0 C006 Unexpected Site Changes 6/1/2017 Teddy Stvzej Operator 10.00 121.0 C006 Unexpected Site Changes 6/1/2017 LaShelle McPherson Laborer 0.50 121.0 C006 Unexpected Site Changes 6/1/2017 Darrell Cure Foreman Op 1.00 121.1 0006 Unexpected Site Changes 6/1/2017 Ryan McDonald Journeyman Elec 2.00 122.0 A209 Unexpected Site Changes 6/2/2017 Russ Gielski Laborer 3.00 122.0 A209 Unexpected Site Changes 6/2/2017 Jacob Bennett Operator 3.00 122.01A209 Unexpected Site Changes 6/2/2017 Vandora Sione Laborer 3.00 123.0 A187 Resolution of Utility Conflicts 6/5/2017 Dave Pearsall Foreman 6.50 123.0 A187 Resolution of Utility Conflicts 6/5/2017 Travis Brewer Pipe Layer/Laborer 5.50 123.0 A187 Resolution of Utility Conflicts 6/5/20171 Romeo Catague Laborer 5.50 123.0 A187 Resolution of Utility Conflicts 6/5/2017 Les Lutton Operator 5.50 124.0 D013 Unexpected Site Changes 6/2/20171 Russ Gielski Op Foreman 1.50 124.0 D013 Unexpected Site Changes 6/2/2017 Jacob Bennett Operator 2.00 124.0 D013 Unexpected Site Changes 6/2/2017 Vandora Sione Laborer 2.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Dave Pearsall Foreman Op 6.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Travis Brewer Laborer 7.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Romeo Catague Laborer 7.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Les Lutton Operator 7.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Charlie Bussell Ex Operator 6.00 125.0 A187 Resolution of Utility Conflicts 6/6/2017 Kris Blais Operator 0.50 125.1 A187 Resolution of Utility Conflicts 6/6/2017 Ryan McDonald Foreman Op 1.50 125.1 A187 Resolution of Utility Conflicts 6/6/2017 Dan Souza Laborer 5.00 125.1 A187 Resolution of Utility Conflicts 6/6/2017 Holly Sheppard Laborer 5.00 126.0 A066 Reconnect Existing Misc.Drainage 6/6/2017 Russ Gielski Foreman Op 6.00 126.0 A066 Reconnect Existing Misc.Drainage 6/6/2017 Jacob Bennett Operator 7.00 126.0 A066 Reconnect Existing Misc.Drainage 6/6/2017 Drew Brigham 75%Appren Op 8.00 126.0 A066 Reconnect Existing Misc.Drainage 6/6/2017 Byron Ackerman Pipelayer Lead 8.00 126.0 A066 Reconnect Existing Misc.Drainage 6/6/2017 Brodv Kastning Laborer 8.00 127.0 A188 Potholing 6/6/20171 Russ Gielski Foreman Op 2.00 127.0 A188 Potholing I 6/6/2017 Dave Pearsall Operator 1.50 Page 7 of 16 128.0 A188 Potholing 6/6/2017 Dave Pearsall Operator 3.00 128.0 A188 Potholing 6/6/2017 Travis Brewer Pipe Layer 3.00 128.0 A188 Potholing 6/6/2017 Romeo Catague Laborer 3.00 128.0 A188 Potholing 6/6/2017 Less Lutton Ex Operator 3.00 128.0 A188 Potholing 6/6/2017 Charlie Bussell Ex Operator 1.00 128.0 A188 Potholing 6/6/2017 Kris Blais Ex Operator 0.50 128.0 A188 Potholing 6/6/2017 1usto Velez-Campos Flagger 3.00 128.0 A188 Potholing 6/6/2017 Seani Fitzpatrick TCS 3.00 129.0 A187 Resolution of Utility Conflicts 6/12/2017 Dave Pearsall Operator 3.50 129.0 A187 Resolution of Utility Conflicts 6/12/2017 Travis Brewer Pipe Layer 3.50 129.0 A187 Resolution of Utility Conflicts 6/12/2017 Romeo Catague Laborer 3.50 129.0 A187 Resolution of Utility Conflicts 6/12/2017 Less Lutton Ex Operator 3.50 129.0 A187 Resolution of Utility Conflicts 6/12/2017 Charlie Bussell Ex Operator 3.50 130.0 A209 Unexpected Site Changes 6/12/2017 Ryan McDonald Foreman Op 3.00 130.0 A209 Unexpected Site Changes 6/12/2017 Earl Grimm 45%Apprentice Elec 1.00 131.0 A209 Unexpected Site Changes 6/12/2017 Darrell Cure Foreman Op 0.50 131.0 A209 Unexpected Site Changes 6/12/2017 Teddy Styzej Excavator Operator 3.00 131.0 A209 Unexpected Site Changes 6/12/2017 Bobby Seals Laborer 3.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Anthony Trail Foreman Op 3.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Todd Johnson Excavator Operator 2.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Jeff Bednarik Excavator Operator 2.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Peter Reed Pipe Layer 3.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Sosefo MoiMoi Laborer 3.00 132.0 A066 Reconnect Existing Misc.Drainage 6/14/2017 Chase Guy Pipe Layer 3.00 133.0 A187 Resolution of Utility Conflicts 6/19/2017 Dave Pearsall Foreman Op 3.00 133.0 A187 Resolution of Utility Conflicts 6/19/2017 Charley Bussell Excavator Operator 3.00 133.0 A187 Resolution of Utility Conflicts 6/19/2017 Romeo Catague Laborer 1.00 133.0 A187 Resolution of Utility Conflicts 6/19/2017 Les Lutton Ex Operator 0.50 134.0 A209 Unexpected Site Changes 6/21/2017 Dave Pearsall Foreman Op 1.00 134.0 A209 Unexpected Site Changes 6/21/2017 Charlev Bussell Excavator Operator 1.00 134.0 A209 Unexpected Site Changes 6/21/20171 Romeo Catague Laborer 1.00 134.0 A209 Unexpected Site Changes 6/21/20171 Les Lutton Ex Operator 1.00 134.0 A209 Unexpected Site Changes 6/21/2017 1 Travis Brewer Laborer 1.00 135.0 A187 Resolution of Utility Conflicts 6/21/2017 Dave Pearsall Foreman Op 2.50 135.0 A187 Resolution of Utility Conflicts 6/21/2017 Charley Bussell Excavator Operator 5.50 135.0 A187 Resolution of Utility Conflicts 6/21/2017 Bobby Seals Laborer 5.50 136.0 A187 Resolution of Utility Conflicts 6/20/2017 Anthony Trail Foreman Op 2.00 137.0 A209 Unexpected Site Changes 6/21/2017 Dave Pearsall Foreman Op 1.00 137.0 A209 Unexpected Site Changes 6/21/2017 Travis Brewer Laborer 1.00 137.0 A209 Unexpected Site Changes 6/21/2017 Les Lutton Ex Operator 1.00 137.0 A209 Unexpected Site Changes 6/21/2017 Romeo Catague Laborer 1.00 137.0 A209 Unexpected Site Changes 6/21/2017 Donald Van Horn Ex Operator 0.50 137.0 A209 Unexpected Site Changes 6/21/2017 Kris Blais Operator O.So 138.0 A209 Unexpected Site Changes 6/21/2017 Anthony Trail Foreman Operator 2.00 138.0 A209 Unexpected Site Changes 6/21/2017 Todd Johnson Excavator Operator 2.00 138.0 A209 Unexpected Site Changes 6/21/2017 Sosefo MoiMoi General Laborer 2.00 139.0 A187 Resolution of Utility Conflicts 6/28/2017 Russ Gielski Foreman Operator 2.00 139.0 A187 Resolution of Utility Conflicts 6/28/2017 Byron Ackermann Pipe Layer 2.00 139.0 A187 Resolution of Utility Conflicts 6/28/2017 Brody Kastning General Laborer 2.00 139.0 A187 Resolution of Utility Conflicts 6/28/2017 Drew Bringham 75%Operator 2.00 140.0 A209 Unexpected Site Changes 6/28/2017 Dave Pearsall Foreman Operator 0.50 140.0 A209 Unexpected Site Changes 6/28/2017 Travis Brewer Laborer 0.50 140.0 A209 Unexpected Site Changes 6/28/20171 Romeo Catague Laborer 0.50 143.01 B050 Resolution of Utility Conflicts 7/5/2017 Russ Gielski Operator Foreman 3.00 143.0 8050 Resolution of Utility Conflicts 7/5/2017 Brody Kastning General Laborer 3.00 143.0 B050 Resolution of Utility Conflicts 7/5/2017 Byron Ackermann Pipe Layer Lead 3.00 143.0 B050 Resolution of Utility Conflicts 7/5/2017 Drew Bringham Operator App 75% 3.00 143.0 8050 Resolution of Utility Conflicts 7/5/2017 Jacob Bennett Excavator Operator 3.00 144.0 8050 Resolution of Utility Conflicts 7/6/2017 Russ Gielski Operator Foreman 6.00 144.0 B050 Resolution of Utility Conflicts 7/6/2017 Brody Kastning General Laborer 7.00 144.0 B050 Resolution of Utility Conflicts 7/6/2017 Byron Ackermann Pipe Layer Lead 7.00 144.0 8050 Resolution of Utility Conflicts 7/6/2017 Drew Bringham Operator App 75% 7.00 144.0 B050 Resolution of Utility Conflicts 7/6/2017 Jacob Bennett Excavator Operator 7.00 144.0 B050 Resolution of Utility Conflicts 7/6/2017 Kris Blais Excavator Operator 4.00 145.0,A188 Potholing 7/6/2017 Bobby Seals IGeneral Laborer 3.00 Page 8 of 16 146.0 A188 Potholing 7/6/2017 Bobby Seals General Laborer 4.00 146.0 A188 Potholing 7/6/2017 Willie Leestma Operator Appr 80% 0.50 147.0 A209 Unexpected Site Changes 7/10/2017 Romeo Catague General Laborer 1.00 147.0 A209 Unexpected Site Changes 7/10/2017 Les Lutton Operator 0.50 147.0 A209 Unexpected Site Changes 7/10/2017 Merrill Anderson Flagger 0.50 148.0 A209 Unexpected Site Changes 7/10/2017 Dave Pearsall Excavator Operator 0.50 148.0 A209 Unexpected Site Changes 7/10/2017 Less Lutton Operator 0.50 148.0 A209 Unexpected Site Changes 7/10/2017 Romeo Catague General Laborer 0.50 148.0 A209 Unexpected Site Changes 7/10/2017 Travis Brewer Pipe Layer 0.50 148.0 A209 Unexpected Site Changes 7/10/2017 Merrill Anderson Flagger 0.50 149.0 A209 Unexpected Site Changes 7/12/2017 Less Lutton Operator 5.50 149.0 A209 Unexpected Site Changes 7/12/20171 Romeo Catague General Laborer 5.50 149.0 A209 Unexpected Site Changes 7/12/2017 1 Travis Brewer Pipe Layer 5.50 150.0 8056 Unexpected Site Changes 7/17/2017 Byron Ackerman Pipe Layer Lead 6.00 150.0 BOS6 Unexpected Site Changes 7/17/2017 Drew Bringham Operator Appren 75% 6.00 150.0 B056 Unexpected Site Changes 7/17/2017 Brody Kastning General Laborer 1.00 150.0 8056 Unexpected Site Changes 7/17/2017 Willie Leestma Operator Appren 80% 2.00 151.0 A209 Unexpected Site Changes 7/17/2017 Chase Guy Pipe Laver 6.00 1510 A209 Unexpected Site Changes 7/17/2017 Anthony Trail Foreman Operator 0.50 151.0 A209 Unexpected Site Changes 7/17/2017 Sosefo MoiMoi General Laborer 1.00 151.0 A209 Unexpected Site Changes 7/17/2017 Pete Reed Pipe Layer 1.00 152.0 8056 Unexpected Site Changes 7/18/2017 Byron Ackerman Pipe LaVer Lead 5.00 152.0 8056 Unexpected Site Changes 7/18/2017 Brody Kastning General Laborer 0.50 153.0 A209 Unexpected Site Changes 7/14/2017 ROMEO CATAGUE GENERAL LABORER 0.50 153.0 A209 Unexpected Site Changes 7/14/2017 TRAVIS BREWER PIPE LAYER 0.50 153.0 A209 Unexpected Site Changes 7/1412017 LES LUTTON EXCAVATOR OPERATOR 15-30 0.50 153.0 A209 Unexpected Site Changes 7/14/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 154.0 A209 Unexpected Site Changes 7/17/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 154.0 A209 Unexpected Site Changes 7/17/2017 TRAVIS BREWER PIPE LAYER 1.00 154.0 A209 Unexpected Site Changes 7/17/2017 ROMEO CATAGUE GENERAL LABORER 1.00 154.0 A209 Unexpected Site Changes 7/17/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 1.00 154.0 A209 Unexpected Site Changes 7/17/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 155.0 A209 Unexpected Site Changes 7/20/2017 CHASE GUY PIPE LAYER 3.00 155.0 A209 Unexpected Site Changes 7/20/2017 SOSEFO MOIMOI GENERAL LABORER 1.00 155.0 A209 Unexpected Site Changes 7/20/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 1.00 155.0 A209 Unexpected Site Changes 7/20/2017 PETE REED PIPE LAYER 0.50 155.0 A209 Unexpected Site Changes 7/20/2017 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 2.00 156.0 A209 Unexpected Site Changes 7/20/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 6.50 156.0 A209 Unexpected Site Changes 7/20/2017 SOSEFO MOIMOI GENERAL LABORER 8.00 156.0 A209 Unexpected Site Changes 7/20/20171 PETE REED PIPE LAYER 8.00 156.0 A209 Unexpected Site Changes 7/20/2017 1 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 6.00 156.0 A209 Unexpected Site Changes 7/20/2017 CHASE GUY PIPE LAYER 2.00 157.0 A138 Property Restoration 7/5/2017 LUIS GARCIA FOREMAN 3.00 157.0 A138 Property Restoration 7/5/2017 CARLOS GARCIA LABOR 3.00 158.0 A138 Property Restoration 7/13/2017 LUIS GARCIA FOREMAN 8.00 158.0 A138 Property Restoration 7/13/2017 CARLOS GARCIA LABOR 8.00 158.0 A138 Property Restoration 7/13/2017 RACIEL GARCIA LABOR 8.00 159.0 A138 Property Restoration 7/17/20171 LUIS GARCIA FOREMAN 7.00 159.0 A138 Property Restoration 7/17/2017 CARLOS GARCIA LABOR 7.00 159.0 A138 Property Restoration 7/17/2017 RACIEL GARCIA LABOR 7.00 159.0 A138 Property Restoration 7/17/2017 BUSTER BANDY OPERATOR 1.00 159.0 A138 Property Restoration 7/17/2017 JEFF PARRISH FOREMAN 1.00 160.0 A187 Resolution of Utility Conflicts 6/27/2017 DAVID PEARSALL _ OPERATOR GENERAL FOREMAN 1.00 160.0 A187 Resolution of Utility Conflicts 6/27/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 160.0 A187 Resolution of Utility Conflicts 6/27/2017 TRAVIS BREWER PIPE LAYER 1.00 160.0 A187 Resolution of Utility Conflicts 6/27/2017 ROMEO CATAGUE GENERAL LABORER 1.00 161.0 A187 Resolution of Utility Conflicts 6/28/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 161.0 A187 Resolution of Utility Conflicts 6/28/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 0.50 161.0 A187 Resolution of Utility Conflicts 6/28/2017 TRAVIS BREWER PIPE LAYER 0.50 161.0 A187 Resolution of Utility Conflicts 6/28/2017 ROMEO CATAGUE GENERAL LABORER 0.50 162.0 A209 Unexpected Site Changes 7/21/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 3.00 162.0 A209 Unexpected Site Changes 7/21/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 3.00 162.0 A209 Unexpected Site Changes 7/21/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 3.00 162.0 A209 Unexpected Site Changes 7/21/2017 BOBBY SEALS GENERAL LABORER 3.00 163.0 A209 Unexpected Site Changes 7/8/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 1.00 Page 9 of 16 163.0 A209 Unexpected Site Changes 7/8/2017 DREW BRIGHAM OPERATOR 75%APPR. 1.00 163.0 A209 Unexpected Site Changes 7/8/2017 BYRON ACKERMANN PIPE LAYER LEAD 1.00 163.0 A209 Unexpected Site Changes 7/8/2017 BRODY KASTNING LABORER 1.00 164.0 0006 Unexpected Site Changes 7/10/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 3.00 164.0 C006 Unexpected Site Changes 7/10/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 5.00 164.0 0006 Unexpected Site Changes 7/10/2017 Dan S. ELECTRICIAN-JOURNEY 5.00 165.01A209 Unexpected Site Changes 7/19/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 4.00 165.01A209 Unexpected Site Changes 7/19/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 4.00 165.0 A209 Unexpected Site Changes 7/19/2017 Dan S. ELECTRICIAN-JOURNEY 4.00 166.0 A209 Unexpected Site Changes 7/8/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 1.00 166.0 A209 Unexpected Site Changes 7/8/2017 RODERICK ANGELMYER GRADER 1.00 167.0 A209 Unexpected Site Changes 7/8/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 1.00 167.0 A209 Unexpected Site Changes 7/8/2017 PETE REED PIPE LAYER 1.00 168.0 A209 Unexpected Site Changes 7/8/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 168.0 A209 Unexpected Site Changes 7/8/2017 TRAVIS BREWER PIPE LAYER 1.00 168.0 A209 Unexpected Site Changes 7/8/2017 ROMEO CATAGUE GENERAL LABORER 1.00 173.0 E004 Unexpected Site Changes 5/5/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 8.00 173.0 E004 Unexpected Site Changes 5/5/2017 TRAVIS BREWER PIPE LAYER 8.00 173.0 E004 Unexpected Site Changes 5/5/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 7.00 174.0 E004 Unexpected Site Changes 5/8/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 8.00 174.0 E004 Unexpected Site Changes 5/8/2017 TRAVIS BREWER PIPE LAYER 8.00 174.0 E004 Unexpected Site Changes 5/8/2017 1 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 2.00 175.0 E004 Unexpected Site Changes 5/9/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 8.00 175.0 E004 Unexpected Site Changes 5/9/2017 TRAVIS BREWER PIPE LAYER 8.00 175.0 E004 Unexpected Site Changes 5/9/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 4.00 176.0 E004 Unexpected Site Changes 5/10/2017 JEFF BEDNARICK EXCAVATOR OPERATOR 15-30 1.00 176.0 E004 Unexpected Site Changes 5/10]2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 10.00 176.0 E004 Unexpected Site Changes 5/10/2017 BOBBY SEALS GENERAL LABORER 10.00 176.0 E004 Unexpected Site Changes 5/10/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 4.00 177.0 E004 Unexpected Site Changes 5/11/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 2.00 177.0 E004 Unexpected Site Changes 5/11/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 8.00 177.0 E004 Unexpected Site Changes 5/11/2017 BOBBY SEALS GENERAL LABORER 5.00 178.0 A187 Resolution of Utility Conflicts 6/1/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.50 178.0 A187 Resolution of Utility Conflicts 6/1/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.50 178.0 A187 Resolution of Utility Conflicts 6/1/2017 TRAVIS BREWER PIPE LAYER 2.50 178.0 A187 Resolution of Utility Conflicts 6/1/2017 JAMES WILSON OPERATOR 90%APPR. 2.50 178.0 A187 Resolution of Utility Conflicts 6/1/2017 ROMEO CATAGUE GENERAL LABORER 2.50 179.0 C006 Unexpected Site Changes 6/1/2017 BOBBY SEALS GENERAL LABORER 10.00 179.0 C006 Unexpected Site Changes 6/1/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 10.00 179.0 C006 Unexpected Site Changes 6/1/2017 LASHELLE MCPHERREN TRAFFIC CONTROL SUPERVISOR 179.0 C006 Unexpected Site Changes 6/1/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 179.1 C006 Unexpected Site Changes 6/1/20171 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.00 179.1 C006 Unexpected Site Changes 6/1/2017 Dan S. ELECTRICIAN-JOURNEY 5.00 179.1 C006 Unexpected Site Changes 6/1/2017 HOLLY SHEPARD ELECTRICIAN-APPRENTICE 45% 5.00 180.0 A209 Unexpected Site Changes 6/20/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 1.00 180.0 A209 Unexpected Site Changes 6/20/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/2017 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/20171 PETE REED PIPE LAYER 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/2017 SOSEFO MOIMOI GENERAL LABORER 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/20171 CHASE GUY PIPE LAYER 1.00 181.0 A187 Resolution of Utility Conflicts 6/21/2017 WILLY LEESTMA OPERATOR 80%APPR. 1.00 182.0 A209 Unexpected Site Changes 7/10/2017 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 1.00 182.0 A209 Unexpected Site Changes 7/10/2017 PETE REED PIPE LAYER 3.00 182.0 A209 Unexpected Site Changes 7/10/2017 CHASE GUY PIPE LAYER 3.00 183.0 A209 Unexpected Site Changes 7/21/2017 KEN BARTLETT OPERATOR GENERAL FOREMAN 1.00 183.0 A209 Unexpected Site Changes 7/21/2017 RICHARD TABAJONDA GENERAL LABORER 1.00 183.0 A209 Unexpected Site Changes 7/21/2017 STEVE MASINGALE OPERATOR 1.00 184.0 A209 Unexpected Site Changes 7/21/20171 DAVID PEARSALL OPERATOR GENERAL FOREMAN 3.00 184.0 A209 Unexpected Site Changes 7/21/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 3.00 184.0 A209 Unexpected Site Changes 7/21/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 3.00 184.0 A209 Unexpected Site Changes 7/21/2017 BOBBY SEALS GENERAL LABORER 3.00 184.0 A209 Unexpected Site Changes 7/21/2017 DONALD VAN HORN OPERATOR 1.00 185.01A187 Resolution of Utility Conflicts 7/25/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 185.01A187 Resolution of Utility Conflicts 7/25/2017 ROMEO CATAGUE GENERAL LABORER 1.00 Page 10 of 16 185.0 A187 Resolution of Utilitv Conflicts 7/25/2017 TRAVIS BREWER PIPE LAYER 1.00 186.0 A209 Unexpected Site Changes 7/28/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 1.00 186.0 A209 Unexpected Site Changes 7/28/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 3.00 186.0 A209 Unexpected Site Changes 7/28/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 3.00 187.0 A209 Unexpected Site Changes 7/28/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 6.50 187.0 A209 Unexpected Site Changes 7/28/2017 TRAVIS BREWER PIPE LAYER 6.50 187.0 A209 Unexpected Site Changes 7/28/2017 ROMEO CATAGUE GENERAL LABORER 6.50 187.0 A209 Unexpected Site Changes 7/28/2017 KRIS BLAIS OPERATOR 1.00 187.0 A209 Unexpected Site Changes 7/28/2017 DONALD VAN HORN OPERATOR 0.50 187.0 A209 Unexpected Site Changes 7/28/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 188.0 A138 Property Restoration 7/31/2017 CARLOS GARCIA LABOR 8.50 188.0 A138 Property Restoration 7/31/2017 LUIS GARCIA FOREMAN 8.50. 189.0 A209 Unexpected Site Changes 7/31/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 3.00' 189.0 A209 Unexpected Site Changes 7/31/2017 Dan S. ELECTRICIAN-JOURNEY 3.00 190.0 A209 Unexpected Site Changes 7/31/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.00 190.0 A209 Unexpected Site Changes 7/31/2017 TRAVIS BREWER PIPE LAYER 2.00 190.0 A209 Unexpected Site Changes 7/31/2017 ROMEO CATAGUE GENERAL LABORER 2.00 191.0 A188 Potholing 8/1/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.00 191.0 A188 Potholing 8/1/2017 TRAVIS BREWER PIPE LAYER 2.00 191.0 A188 Potholing 8/1/2017 ROMEO CATAGUE GENERAL LABORER 2.00 192.0 A138 Property Restoration 8/1/2017 SAUL DELA MORA LABOR 4.50 192.0 A138 Property Restoration 8/1/2017 JORGE ROJAS FOREMAN 1.00 192.0 A138 Property Restoration 8/1/2017 JOSE MARTINEZ LABOR 4.50 192.0 A138 Property Restoration 8/1/2017 EDWARD ROJAS LABOR 4.50 193.0 A209 Unexpected Site Changes 8/3/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 6.50 193.0 A209 Unexpected Site Changes 8/3/2017 TRAVIS BREWER PIPE LAYER 6.50 193.0 A209 Unexpected Site Changes 8/3/2017 ROMEO CATAGUE GENERAL LABORER 6.50 193.0 A209 Unexpected Site Changes 8/3/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 193.0 A209 Unexpected Site Changes 8/3/2017 PATRICK JOHNSON OPERATOR 80%APPR. 0.50 194.0 E004 Unexpected Site Changes 8/4/2017 PATRICK JOHNSON OPERATOR 80%APPR. 1.00 195.0 A209 Unexpected Site Changes 8/4/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 8.00 195.0 A209 Unexpected Site Changes 8/4/2017 TRAVIS BREWER PIPE LAYER 8.00 195.0 A209 Unexpected Site Changes 8/4/2017 ROMEO CATAGUE GENERAL LABORER 8.00 197.0 A207 Excavation for Retraining PSE Conduit 8/2/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 3.00 197.0 A207 Excavation for Retraining PSE Conduit 8/2/2017 TRAVIS BREWER PIPE LAYER 3.00 197.0 A207 Excavation for Retraining PSE Conduit 8/2/2017 ROMEO CATAGUE GENERAL LABORER 3.00 197.0 A207 Excavation for Retraining PSE Conduit 8/2/2017 PATRICK JOHNSON OPERATOR 80%APPR. 1.50 198.0 A209 Unexpected Site Changes 8/7/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 7.00 198.0 A209 Unexpected Site Changes 8/7/2017 TRAVIS BREWER PIPE LAYER 7.00 198.0 A209 Unexpected Site Changes 8/7/2017 ROMEO CATAGUE GENERAL LABORER 7.00 198.0 A209 Unexpected Site Changes 8/7/2017 PATRICK JOHNSON OPERATOR 80%APPR. 0.50 199.0 A187 Resolution of Utility Conflicts 8/7/2017 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 0.50 199.0 A187 Resolution of Utility Conflicts 8/7/2017 CHASE GUY PIPE LAYER 0.50 199.0 A187 Resolution of Utility Conflicts 8/7/2017 PETE REED PIPE LAYER 0.50 199.0 A187 Resolution of Utility Conflicts 8/7/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 0.50 200.0 A209 Unexpected Site Changes 8/8/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.50 201.0 A209 Unexpected Site Changes 8/8/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.50 201.0 A209 Unexpected Site Changes 8/8/2017 TRAVIS BREWER PIPE LAYER 2.50 201.0 A209 Unexpected Site Changes 8/8/2017 ROMEO CATAGUE GENERAL LABORER 2.50 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 4.00 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 JESUS ORTEGA LABORER GROUP 3 4.00 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 DONALD VAN HORN OPERATOR 4.00 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 PATRICK JOHNSON OPERATOR 80%APPR. 3.00 202.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 0.50 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 203.0 A207 Excavation for Retraining PSE Conduit 8/912017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 4.00 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 JESUS ORTEGA LABORER GROUP 3 4.00 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 DONALD VAN HORN OPERATOR 4.00 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 PATRICKJOHNSON OPERATOR 80%APPR. 1.00 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 0.50 203.0 A207 Excavation for Retraining PSE Conduit 8/9/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1 1.00 204.0 A207 Excavation for Retraining PSE Conduit 8/10/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 6.00 204.0 A207 Excavation for Retraining PSE Conduit 8/10/2017 DONALD VAN HORN OPERATOR 6.00 204.01A207 Excavation for Retraining PSE Conduit I 8/10/2017 JESUS ORTEGA LABORER GROUP 3 1 2.00 Page 11 of 16 205.0 A209 Unexpected Site Changes 8/14/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 205.0 A209 Unexpected Site Changes 8/14/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.00 205.0 A209 Unexpected Site Changes 8/14/2017 ROMEO CATAGUE GENERAL LABORER 1.00 206.0 A188 Potholing 8/14/2017 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 3.00 206.0 A188 Potholing 8/14/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 3.50 206.0 A188 Potholing 8/14/2017 PETE REED PIPE LAYER 1.00 206.0 A188 Potholing 8/14/2017 CHASE GUY PIPE LAYER 1.50 206.0 A188 Potholing 8/14/20171 KEN BARTLETT OPERATOR GENERAL FOREMAN 3.00 206.0 A188 Potholing 8/14/20171 GABRIEL WILSON LABORER GROUP 3 4.50 206.0 A188 Potholing 8/14/2017 JAMES DOWNEY EXCAVATOR OPERATOR 15-30 2.50 206.0 A188 Potholing 8/14/2017 MATT HOWARTH TEAMSTER 1.50 207.0 A187 Resolution of Utility Conflicts 8/15/20171 ANTHONY TRAIL OPERATOR GENERAL FOREMAN 0.50 207.0 A187 Resolution of Utility Conflicts 8/15/2017 CHASE GUY PIPE LAYER 1.S0 208.0 A207 Excavation for Retraining PSE Conduit 8/17/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.50 208.0 A207 Excavation for Retraining PSE Conduit 8/17/2017 JESUS ORTEGA LABORER GROUP 3 2.50 209.0 A207 Excavation for Retraining PSE Conduit 8/16/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 209.0 A207 Excavation for Retraining PSE Conduit 8/16/2017 JESUS ORTEGA LABORER GROUP 3 3.00 209.0 A207 Excavation for Retraining PSE Conduit 8/16/2017 PATRICK JOHNSON OPERATOR 80%APPR. 0.50 210.0 A209 Unexpected Site Changes 8/18/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.50 210.0 A209 Unexpected Site Changes 8/18/20171_ROMEO CATAGUE GENERAL LABORER 1.50 210.0 A209 Unexpected Site Changes 8/18/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.50 211.0 A188 Potholing 8/16/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.00 211.0 A188 Potholing 8/16/2017 ROMEO CATAGUE GENERAL LABORER 2.00 211.0 A188 Potholing 8/16/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 2.00 212.0 E004 Unexpected Site Changes 5/12/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 7.00 212.0 E004 Unexpected Site Changes 5/12/2017 TEDDY STYZEI EXCAVATOR OPERATOR 15-30 8.00 212.0 E004 Unexpected Site Changes 5/12/2017 BOBBY SEALS GENERAL LABORER 8.00 213.0 E004 Unexpected Site Changes 5/15/2017 CHARLIE BUSSELL OPERATOR 8.00 213.0 E004 Unexpected Site Changes 5/15/2017 JAMES WILSON OPERATOR 90%APPR. 8.00 213.0 E004 Unexpected Site Changes 5/15/2017 PATRICK JOHNSON OPERATOR 80%APPR. 5.00 213.0 E004 Unexpected Site Changes 5/15/2017 MICHAEL ROSE GENERAL LABORER 8.00 213.0 E004 Unexpected Site Changes 5/15/2017 DONALD VAN HORN OPERATOR 1.00 213.0 E004 Unexpected Site Changes 5/15/2017 DJ-DARREL CURE OPERATOR GENERAL FOREMAN 3.00 213.0 E004 Unexpected Site Changes 5/15/2017 KRIS BLAIS OPERATOR 2.00 214.0 A209 Unexpected Site Changes 7/14/2017 ROMEO CATAGUE GENERAL LABORER 1.00 214.0 A209 Unexpected Site Changes 7/14/2017 TRAVIS BREWER PIPE LAYER 1.00 215.0 A209 Unexpected Site Changes 7/14/2017 DAVID PEARSALL JOPERATOR GENERAL FOREMAN 0.50 215.0 A209 Unexpected Site Changes 7114/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 0.50 215.0 A209 Unexpected Site Changes 7/14/2017 TRAVIS BREWER PIPE LAYER 0.50 215.0 A209 Unexpected Site Changes 7/14/2017 ROMEO CATAGUE IGENERAL LABORER 0.50 216.0 A188 Potholing 7/14/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 217.0 A209 Unexpected Site Changes 8/14/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 217.0 A209 Unexpected Site Changes 8/14/2017 RAPLH TALLENT _ EXCAVATOR OPERATOR 15-30 1.00 217.0 A209 Unexpected Site Changes 8/14/2017 ROMEO CATAGUE GENERAL LABORER 1.00 220.0 A209 Unexpected Site Changes 8/16/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 3.50 220.0 A209 Unexpected Site Changes 8/16/2017 ROMEO CATAGUE GENERAL LABORER 3.50 220.0 A209 Unexpected Site Changes 8/16/20171 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 3.50 221.0 A209 Unexpected Site Changes 8/18/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.50 221.0 A209 Unexpected Site Changes 8/18/2017 ROMEO CATAGUE GENERAL LABORER 1.50 221.0 A209 Unexpected Site Changes 8/18/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.50 223.0 A209 Unexpected Site Changes 8/25/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 223.0 A209 Unexpected Site Changes 8/25/2017 TRAVIS BREWER PIPE LAYER 1.00 223.0 A209 Unexpected Site Changes 8/25/2017 ROMEO CATAGUE GENERAL LABORER 1.00 223.0 A209 Unexpected Site Changes 8/25/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.00 225.0 A188 Potholing 8/16/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.00 225.0 A188 Potholing 8/16/2017 ROMEO CATAGUE GENERAL LABORER 2.00 225.0 A188 Potholing 8/16/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 2.00 226.0 A209 Unexpected Site Changes 8/29/2017 MIKE MCCRACKEN GENERAL LABORER 1.00 227.0 A209 Unexpected Site Changes 8/30/2017 1 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 227.0 A209 Unexpected Site Changes 8/30/2017 ROMEO CATAGUE GENERAL LABORER 1.00 227.01A209 Unexpected Site Changes 8/30/2017 TRAVIS BREWER PIPE LAYER 1.00 228.01A209 Unexpected Site Changes 8/31/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 3.00 228.0 A209 Unexpected Site Changes 8/31/2017 TRAVIS BREWER PIPE LAYER 3.00 228.0 A209 Unexpected Site Changes 8/31/2017 ROMEO CATAGUE GENERAL LABORER 3.00 229.0 A209 Unexpected Site Changes 9/5/2017 RYAN MCDONALD ELECTRICIAN FOREMAN 2.50 Page 12 of 16 2290 A209 Unexpected Site Changes 9/5/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 1.00 229.0 A209 Unexpected Site Changes 9/5/2017 Matt ELECTRICIAN APPRENTICE 75% 1.00 230.0 A207 Excavation for Retraining PSE Conduit 9/6/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 6.50 230.0 A207 Excavation for Retraining PSE Conduit 9/6/2017 MICHAEL ROSE GENERAL LABORER 6.50 230.0 A207 Excavation for Retraining PSE Conduit 9/6/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 231.0 A207 Excavation for Retraining PSE Conduit 9/7/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 5.50 231.0 A207 Excavation for Retraining PSE Conduit 9/7/2017 MICHAEL ROSE GENERAL LABORER 5.50 231.0 A207 Excavation for Retraining PSE Conduit 9/7/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 232.0 B056 Unexpected Site Changes 9/7/20171 VAN DORA SIONE GENERAL LABORER 1.00 233.0 A207 Excavation for Retraining PSE Conduit 9/8/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 233.0 A207 Excavation for Retraining PSE Conduit 9/8/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 233.0 A207 Excavation for Retraining PSE Conduit 9/8/2017 MICHAEL ROSE GENERAL LABORER 1.00 234.0 A207 Excavation for Retraining PSE Conduit 9/11/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 234.0 A207 Excavation for Retraining PSE Conduit 9/11/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 234.0 A207 Excavation for Retraining PSE Conduit 9/11/2017 MICHAEL ROSE GENERAL LABORER 2.00 235.01A209 Unexpected Site Changes 9/12/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 4.50 235.0 A209 Unexpected Site Changes 9/12/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 235.0 A209 Unexpected Site Changes 9/12/2017 CHASE GUY PIPE LAYER 4.50 236.0 A207 Excavation for Retraining PSE Conduit 9/15/2017 PATRICK JOHNSON OPERATOR 80%APPR. 1.00 236.0 A207 Excavation for Retraining PSE Conduit 9/15/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 236.0 A207 Excavation for Retraining PSE Conduit 9/15/2017 ROMEO CATAGUE GENERAL LABORER 2.00 237.0 C006 Unexpected Site Changes 9/15/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 237.0 C006 Unexpected Site Changes 9/15/2017 BOBBY SEALS IGENERALLABORER 0.50 237.0 0006 Unexpected Site Changes 9/15/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 1.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 RUSS GIELSKI OPERATOR FOREMAN 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 BRODY KASTNING LABORER 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 BYRON ACKERMANN PIPE LAYER LEAD 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 PETE REED PIPE LAYER 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 WILLY LEESTMA OPERATOR 80%APPR. 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 DREW BRIGHAM OPERATOR 75%APPR. 2.00 238.0 A187 Resolution of Utility Conflicts 9/18/2017 VANDORA SIONE GENERAL LABORER 2.00 239.0 A209 Unexpected Site Changes 9/19/2017 RUSS GIELSKI OPERATOR FOREMAN 0.50 239.0 A209 Unexpected Site Changes 9/19/2017 BRODY KASTNING LABORER 0.50 239.0 A209 Unexpected Site Changes 9/19/2017 WILLY LEESTMA OPERATOR 80%APPR, 0.50 239.0 A209 Unexpected Site Changes 9/19/2017 BYRON ACKERMANN PIPE LAYER LEAD 0.50 241.0 A188 Potholing 9/19/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 3.00 241.0 A188 Potholing 9/19/2017 TRAVIS BREWER PIPE LAYER 4.00 241.0 A188 Potholing 9/19/2017 CHASE GUY PIPE LAYER 4.00 242.0 A209 Unexpected Site Changes 9/19/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 6.00 242.0 A209 Unexpected Site Changes 9/19/2017 1 TRAVIS BREWER PIPE LAYER 5.00 242.0 A209 Unexpected Site Changes 9/19/2017 CHASE GUY PIPE LAYER 5.00 243.01A172 Relocate Private Luminaires 9/21/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 243.0 A172 Relocate Private Luminaires 9/21/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 5.50 243.0 A172 Relocate Private Luminaires 9/21/2017 ROMEO CATAGUE GENERAL LABORER 5.50 245.0 A209 Unexpected Site Changes 8/29/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.00 245.0 A209 Unexpected Site Changes 8/29/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 4.50 245.0 A209 Unexpected Site Changes 8/29/2017 Matt ELECTRICIAN APPRENTICE 75% 4.50 247.0 E004 Unexpected Site Changes 9/26/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 5.00 247.0 E004 Unexpected Site Changes 9/26/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 5.00 247.0 E004 Unexpected Site Changes 9/26/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 S.00 247.0 E004 Unexpected Site Changes 9/26/2017 BOBBY SEALS GENERAL LABORER 5.00 248.0 E004 Unexpected Site Changes 9/27/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 8.00 248.0 E004 Unexpected Site Changes 9/27/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 8.00 248.0 E004 Unexpected Site Changes 9/27/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 8.00 248.0 E004 Unexpected Site Changes 9/27/2017 BOBBY SEALS GENERAL LABORER 8.00 249.0 A209 Unexpected Site Changes 9/29/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 249.0 A209 Unexpected Site Changes 9/29/20171 CHASE GUY PIPE LAYER 1.00 249.0 A209 Unexpected Site Changes 9/29/2017 TRAVIS BREWER PIPE LAYER 1.00 249.0 A209 Unexpected Site Changes 9/29/2017 JAMES FOWLER CARPENTER 1.00 250.0 A209 Unexpected Site Changes 9/29/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 4.00 250.0 A209 Unexpected Site Changes 9/29/2017 CHASE GUY PIPE LAYER 3.50 250.0 A209 Unexpected Site Changes 9/29/2017 TRAVIS BREWER PIPE LAYER 3.50 250.0 A209 Unexpected Site Changes 9/29/2017 KEN BARTLETT OPERATOR GENERAL FOREMAN 3.00 250.0 A209 Unexpected Site Changes 9/29/2017 GABRIEL WILSON LABORER GROUP 3 3.00 250.01A209 Unexpected Site Changes 9/29/20171 BOBBY SEALS GENERAL LABORER 3.50 Page 13 of 16 251.0 A209 Unexpected Site Changes 10/2/2017 MICHAEL ROSE GENERAL LABORER 6.00 251.0 A209 Unexpected Site Changes 10/2/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 3.50 251.0 A209 Unexpected Site Changes 10/2/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 252.0 A209 Unexpected Site Changes 10/2/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 6.50 252.0 A209 Unexpected Site Changes 10/2/2017 TRAVIS BREWER PIPE LAYER 6.50 252.01A209 Unexpected Site Changes 10/2/2017 CHASE GUY PIPE LAYER 6.50 252.0 A209 Unexpected Site Changes 10/2/2017 KRIS BLAIS OPERATOR 1.00 252.0 A209 Unexpected Site Changes 10/2/2017 RUSS GIELSKI OPERATOR FOREMAN 1.00 253.0 A172 Relocate Private Luminaires 10/4/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 5.50 253.0 A172 Relocate Private Luminaires 10/4/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 5.00 253.0 A172 Relocate Private Luminaires 10/4/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 5.00 254.0 A209 Unexpected Site Changes 10/3/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 3.00 255.0 A209 Unexpected Site Changes 10/3/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 2.00 255.0 A209 Unexpected Site Changes 10/3/20171 MICHAEL ROSE GENERAL LABORER 4.00 255.0 A209 Unexpected Site Changes 10/3/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 3.00 256.0 A209 Unexpected Site Changes 10/5/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 5.50 256.0 A209 Unexpected Site Changes 10/5/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 7.00 256.0 A209 Unexpected Site Changes 10/5/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 7.00 257.0 A209 Unexpected Site Changes 10/6/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.50 257.0 A209 Unexpected Site Changes 10/6/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 4.00 257.0 A209 Unexpected Site Changes 10/6/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 4.00 258.0 A209 Unexpected Site Changes 10/10/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 258.0 A209 Unexpected Site Changes 10/10/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 0.50 258.0 A209 Unexpected Site Changes 10/10/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 0.50 258.0 A209 Unexpected Site Changes 10/10/2017 BOBBY SEALS GENERAL LABORER 2.00 259.0 A209 Unexpected Site Changes 10/10/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.00 260.0 A172 Relocate Private Luminaires 10/10/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.50 261.0 A172 Relocate Private Luminaires 10/18/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 5.00 261.0 A172 Relocate Private Luminaires 10/18/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 5.00 261.0 A172 Relocate Private Luminaires 10/18/2017 MATT BURKE ELECTRICIAN APPRENTICE 7551. 5.00 263.0 A209 Unexpected Site Changes 10/17/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 263.0 A209 Unexpected Site Changes 10/17/2017 CHASE GUY PIPE LAYER 1.00 263.0 A209 Unexpected Site Changes 10/17/2017 BRODY KASTNING LABORER 1.00 263.0 A209 Unexpected Site Changes 10/17/2017 TRAVIS BREWER PIPE LAYER 1.00 264.0 A209 Unexpected Site Changes 10/17/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 264.0 A209 Unexpected Site Changes 10/17/20171 CHASE GUY PIPE LAYER 1.00 264.0 A209 Unexpected Site Changes 10/17/2017 WILLY LEESTMA OPERATOR 80%APPR. 1.00 265.0 E004 Unexpected Site Changes 10/18/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.50 265.0 E004 Unexpected Site Changes 10/18/2017 BYRON ACKERMANN PIPE LAYER LEAD 1.50 265.0 E004 Unexpected Site Changes 10/18/2017 BRODY KASTNING LABORER 1.50 265.0 E004 Unexpected Site Changes 10/18/2017 WILLY LEESTMA OPERATOR 80%APPR. 1.50 266.0 A209 Unexpected Site Changes 10/19/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 3.50 266.0 A209 Unexpected Site Changes 10/19/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 3.50 266.0 A209 Unexpected Site Changes 10/19/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 3.50 267.0 D013 Unexpected Site Changes 10/18/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 267.0 D013 Unexpected Site Changes 10/18/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 1.00 267.0 D013 Unexpected Site Changes 10/18/2017 MICHAEL ROSE GENERAL LABORER 1.00 268.0 A209 Unexpected Site Changes 10/20/20171 RYAN MCDONALD ELECTRICIAN-FOREMAN 2.00 268.0 A209 Unexpected Site Changes 10/20/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 2.00 268.0 A209 Unexpected Site Changes 10/20/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 2.00 269.0 A209 Unexpected Site Changes 10/24/2017 RUSS GIELSKI OPERATOR FOREMAN t 1.00 269.0 A209 Unexpected Site Changes 10/24/2017 TRAVIS BREWER PIPE LAYER 1.00 269.0 A209 Unexpected Site Changes 10/24/2017 CHASE GUY PIPE LAYER 1.00 270.0 A209 Unexpected Site Changes 10/25/2017 SAMUEL JUNEAU FIELD SUPERINTENDENT 1.00 270.0 A209 Unexpected Site Changes 10/25/2017 KEN BARTLETT OPERATOR GENERAL FOREMAN 1.00 270.0 A209 Unexpected Site Changes 10/25/2017 GABRIEL WILSON LABORER GROUP 3 1.00 271.0 D013 Unexpected Site Changes 11/10/2016 JOHN TAYLOR ELECTRICIAN-JOURNEY 3.00 271.0 D013 Unexpected Site Changes 11/10/2016 ROBERTSMITH ELECTRICIAN-JOURNEY 3.00 274.0 A207 Excavation for Retraining PSE Conduit 5/2/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 1.00 274.0 A207 Excavation for Retraining PSE Conduit 5/2/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 1.00 274.0 A207 Excavation for Retraining PSE Conduit 5/2/2017 Dan S. ELECTRICIAN-JOURNEY 1.00 277.0 E004 Unexpected Site Changes 5/12/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 3.00 277.0 E004 Unexpected Site Changes 5/12/2017 Dan S. ELECTRICIAN-JOURNEY 2.50 277.0 E004 Unexpected Site Changes 5/12/2017 EARL GRIMMS ELECTRICIAN-APPRENTICE 45% 2.50 278.0 A209 Unexpected Site Changes 7/25/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 Page 14 of 16 278.01A209 Unexpected Site Changes 7/25/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 1.00 278.0 A209 Unexpected Site Changes 7/25/2017 BOBBY SEALS GENERAL LABORER 1.00 278.0 A209 Unexpected Site Changes 7/25/2017 MICHAEL ROSE GENERAL LABORER 1.00 278.0 A209 Unexpected Site Changes 7/25/2017 KRIS BLAIS OPERATOR 0.50 279.0 A188 Potholing 8/18/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.50 279.0 A188 Potholing 8/18/2017 ROMEO CATAGUE GENERAL LABORER 1.50 279.0 A188 Potholing 8/18/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 1.50 280.0 A187 Resolution of Utility Conflicts 8/24/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 0.50 280.0 A187 Resolution of Utility Conflicts 8/24/2017 ROMEO CATAGUE GENERAL LABORER 0.50 280.0 A187 Resolution of Utility Conflicts 8/24/2017 TRAVIS BREWER PIPE LAYER 0.50 281.0 B056 Unexpected Site Changes 8/25/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 3.50 281.0 8056 Unexpected Site Changes 8/25/2017 BOBBY SEALS GENERAL LABORER 3.50 281.0 B056 Unexpected Site Changes 8/25/2017 BYRON ACKERMANN PIPE LAYER LEAD 2.00 282.0 A209 Unexpected Site Changes 8/29/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 1.00 282.0 A209 Unexpected Site Changes 8/29/2017 RODERICK ANGELMYER GRADER 1.00 282.0 A209 Unexpected Site Changes 8/29/2017 TRAVIS BREWER PIPE LAYER 1.00 284.0 A209 Unexpected Site Changes 10/26/2017 RUSS GIELSKI OPERATOR FOREMAN 0.50 284.0 A209 Unexpected Site Changes 10/26/2017 DREW BRIGHAM OPERATOR 75%APPR. 2.50 284.0 A209 Unexpected Site Changes 10/26/2017 BYRON ACKERMANN PIPE LAYER LEAD 2.50 284.0 A209 Unexpected Site Changes 10/26/2017 BRODY KASTNING LABORER 2.50 285.0 A136 Property Restoration 10/27/2017 KEN BARTLETT OPERATOR GENERAL FOREMAN 1.00 285.0 A136 Property Restoration 10/27/2017 GABRIEL WILSON LABORER GROUP 3 1.00 287.0 D013 Unexpected Site Changes 10/30/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 3.00 287.0 D013 Unexpected Site Changes 10/30/2017 TRAVIS BREWER PIPE LAYER 3.00 287.0 D013 Unexpected Site Changes 10/30/20171 CHASE GUY PIPE LAYER 3.00 288.0 A209 Unexpected Site Changes 11/1/20171 RYAN MCDONALD ELECTRICIAN-FOREMAN 1.00 288.0 A209 Unexpected Site Changes 11/1/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 2.00 288.0 A209 Unexpected Site Changes 11/1/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 RUSS GIELSKI OPERATOR FOREMAN 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 BYRON ACKERMANN PIPE LAYER LEAD 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 DREW BRIGHAM OPERATOR 75%APPR. 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 WILLY LEESTMA OPERATOR 80%APPR. 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 BRODY KASTNING LABORER 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 SEANI FITZPATRICK TRAFFIC CONTROL SUPERVISOR 2.00 289.0 A209 Unexpected Site Changes 11/1/2017 FIDEL CASTRO LABORER 60%APPR. 2.00 289.0 A209 Unexpected Site Changes 11/1/20171 GABRIEL WILSON LABORER GROUP 3 2.00 290.0 A136 Property Restoration 11/2/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 8.00 290.0 A136 Property Restoration 11/2/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 8.00 290.0 A136 Property Restoration 11/2/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 8.00 291.0 A187 Resolution of Utility Conflicts 11/3/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 5.00 291.0 A187 Resolution of Utility Conflicts 11/3/2017 KRIS BLAIS OPERATOR 1.00 291.0 A187 Resolution of Utility Conflicts 11/3/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 292.0 E004 Unexpected Site Changes 11/3/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 5.50 292.0 E004 Unexpected Site Changes 11/3/2017 PETE REED PIPE LAYER 8.00 292.0 E004 Unexpected Site Changes 11/3/2017 MICHAEL ROSE GENERAL LABORER 8.00 292.0 E004 Unexpected Site Changes 11/3/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 8.00 292.0 E004 Unexpected Site Changes 11/3/2017 KRIS BLAIS OPERATOR 1.50 293.0 A209 Unexpected Site Changes 11/6/2017 RUSS GIELSKI OPERATOR FOREMAN 3.50 293.0 A209 Unexpected Site Changes 11/6/2017 WILLY LEESTMA OPERATOR 80%APPR. 1.50 293.0 A209 Unexpected Site Changes 11/6/2017 DREW BRIGHAM OPERATOR 75%APPR. 1.50 293.0 A209 Unexpected Site Changes 11/6/2017 BRODY KASTNING LABORER 1.50 293.0 A209 Unexpected Site Changes 11/6/2017 PETE REED PIPE LAYER 1.50 294.0 A209 Unexpected Site Changes 11/6/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 294.0 A209 Unexpected Site Changes 11/6/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 0.50 294.0 A209 Unexpected Site Changes 11/6/20171 GABRIEL WILSON LABORER GROUP 3 0.50 295.0 A187 Resolution of Utility Conflicts 11/6/2017 LES LUTTON EXCAVATOR OPERATOR 15-30 2.00 295.0 A187 Resolution of Utility Conflicts 11/6/2017 TRAVIS BREWER PIPE LAYER 2.00 295.0 A187 Resolution of Utility Conflicts 11/6/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 2.00 295.0 A187 Resolution of Utility Conflicts 11/6/2017 CHASE GUY PIPE LAYER 2.00 295.0 A187 Resolution of Utility Conflicts 11/6/2017 RUSS GIELSKI OPERATOR FOREMAN 2.00 297.0 A209 Unexpected Site Changes 11/16/2017 SAMUEL JUNEAU FIELD SUPERINTENDENT 5.00 297.0 A209 Unexpected Site Changes 11/16/2017 WILLY LEESTMA OPERATOR 80%APPR. 3.00 297.0 A209 Unexpected Site Changes 11/16/2017 MICHAEL ROSE GENERAL LABORER 1.00 297.0 A209 Unexpected Site Changes 11/16/20171 BOBBY SEALS IGENERALLABORER 3.00 Page 15 of 16 297.01A209 Unexpected Site Changes 11/16/2017 DREW BRIGHAM OPERATOR 75%APPR. 1.00 297.01A209 Unexpected Site Changes 11/16/2017 TRAVIS BREWER PIPE LAYER 1.00 297.0 A209 Unexpected Site Changes 11/16/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 1.00 298.0 A209 Unexpected Site Changes 11/17/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 298.0 A209 Unexpected Site Changes 11/17/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 0.50 298.0 A209 Unexpected Site Changes I 11/17/2017 BYRON ACKERMANN PIPE LAYER LEAD 0.50 298.0 A209 Unexpected Site Changes 11/17/20171BRODY KASTNING LABORER 0.50 299.0 A136 Property Restoration 11/6/20171 RYAN MCDONALD ELECTRICIAN-FOREMAN 8.00 299.0 A136 Property Restoration 11/6/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 8.00 300.0 A136 Property Restoration 11/6/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 3.50 300.0 A136 Property Restoration 11/6/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 3.50 302.0 A209 Unexpected Site Changes 10/31/2017 RUSS GIELSKI OPERATOR FOREMAN 1.50 302.0 A209 Unexpected Site Changes 10/31/2017 DREW BRIGHAM OPERATOR 75%APPR. 1.50 302.0 A209 Unexpected Site Changes 10/31/2017 WILLY LEESTMA OPERATOR 80%APPR. 1.50 302.0 A209 Unexpected Site Changes 10/31/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 1.50 302.0 A209 Unexpected Site Changes 10/31/2017 BRODY KASTNING LABORER 1.50 302.0 A209 Unexpected Site Changes 10/31/2017 BYRON ACKERMANN PIPE LAYER LEAD 1.50 303.0 A066 Reconnect Existing Misc.Drainage 11/27/2017 KEN BARTLETT OPERATOR GENERAL FOREMAN 1.00 303.0 A066 Reconnect Existing Misc.Drainage 11/27/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 1.00 303.0 A066 Reconnect Existing Misc.Drainage 11/27/2017 BRODY KASTNING LABORER 1.00 303.0 A066 Reconnect Existing Misc.Drainage 11/27/2017 CHASE GUY PIPE LAYER 1.00 303.0 A066 Reconnect Existing Misc.Drainage 11/27/2017 RUSS GIELSKI OPERATOR FOREMAN 1.00 304.0 A209 Unexpected Site Changes 11/29/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 1.00 304.0 A209 Unexpected Site Changes 11/29/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 1.00 305.0 A172 Relocate Private Luminaires 11/30/2017 RYAN MCDONALD ELECTRICIAN-FOREMAN 1.00 305.0 A172 Relocate Private Luminaires 11/30/2017 JOHN TAYLOR ELECTRICIAN-JOURNEY 1.00 305.0 A172 Relocate Private Luminaires 11/30/2017 MATT BURKE ELECTRICIAN APPRENTICE 75% 1.00 305.0 A172 Relocate Private Luminaires 11/30/2017 VLAD R ELECTRICIAN-APPRENTICE 45% 1.00 306.0 A209 Unexpected Site Changes 12/1/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 0.50 306.0 A209 Unexpected Site Changes 12/1/2017 BRODY KASTNING LABORER 1.00 306.0 A209 Unexpected Site Changes 12/1/2017 CHASE GUY PIPE LAYER 1.00 307.0 A188 Potholing 12/5/2017 JACOB BENNETT EXCAVATOR OPERATOR 15-30 0.50 308.0 A209 Unexpected Site Changes 12/5/2017 RUSS GIELSKI OPERATOR FOREMAN 2.00 309.0 8056 Unexpected Site Changes 12/7/2017 RUSS GIELSKI OPERATOR FOREMAN 7.50 309.0 8056 Unexpected Site Changes 12/7/2017 RAPLH TALLENT EXCAVATOR OPERATOR 15-30 7.50 309.0 B056 Unexpected Site Changes 12/7/2017 BRODY KASTNING LABORER 7.50 309.0 B056 Unexpected Site Changes 12/7/2017 CHASE GUY PIPE LAYER 7.50 310.0 B056 Unexpected Site Changes 12/8/2017 RUSS GIELSKI OPERATOR FOREMAN 4.00 310.0 6056 Unexpected Site Changes 12/8/2017 BRODY KASTNING LABORER 4.00 311.0 A209 Unexpected Site Changes 12/8_/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 311.0 A209 Unexpected Site Changes _ 12/8/2017 TEDDY STYZEJ 1EXCAVATOR OPERATOR 15-30 1.00 311.0 A209 Unexpected Site Changes 12/8/2017 MICHAEL ROSE IGENERAL LABORER 1.00 311.0 A209 Unexpected Site Changes 12/8/2017 JIMMY DRAPER IGENERAL LABORER 1.00 311.0 A209 Unexpected Site Changes 12/8/2017 MIKE MCCRACKEN iGENERAL LABORER 1.00 312.0 A209 Unexpected Site Changes 12/13/2017 RUSS GIELSKI JOPERATOR FOREMAN 7.00 312.0 A209 Unexpected Site Changes 12/13/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 5.00 312.0 A209 Unexpected Site Changes 12/13/2017 PETE REED PIPE LAYER 5.00 312.0 A209 Unexpected Site Changes 12/13/2017 KRIS BLAIS OPERATOR 2.00 313.0 A209 Unexpected Site Changes 12/13/2017 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 313.0 A209 Unexpected Site Changes 12/13/20171 MICHAEL ROSE GENERAL LABORER 1.00 316.0 A209 Unexpected Site Changes 12/6/2017 SAMUEL JUNEAU FIELD SUPERINTENDENT 2.00 316.0 A209 Unexpected Site Changes 12/6/2017 KEVIN KINNEAR EXCAVATOR OPERATOR 15-30 2.00 316.0 A209 Unexpected Site Changes 12/6/2017 BOBBY SEALS GENERAL LABORER 2.00 316.0 A209 Unexpected Site Changes 12/6/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 2.00 316.0 A209 Unexpected Site Changes 12/6/2017 PETE REED PIPE LAYER 2.00 317.0 A209 Unexpected Site Changes 12/7120171 DAVID PEARSALL OPERATOR GENERAL FOREMAN 1.00 317.0 A209 Unexpected Site Changes 12/7/2017 TEDDY STYZEJ EXCAVATOR OPERATOR 15-30 1.00 318.0 A187 Resolution of Utility Conflicts 12/18/2017 RUSS GIELSKI OPERATOR FOREMAN 8.00 318.0 A187 Resolution of Utility Conflicts 12/18/2017 TODD JOHNSON EXCAVATOR OPERATOR 15-30 8.00 318.0 A187 Resolution of Utility Conflicts 12/18/2017 PETE REED PIPE LAYER 8.001 318.0 A187 Resolution of Utility Conflicts 12/18/20171 KRIS BLAIS OPERATOR 8.00 318.0 A187 Resolution of Utility Conflicts 12/18/2017 SOSEFO MOIMOI IGENERAL LABORER 8.00 318.01A187 Resolution of Utility Conflicts 12/18/2017 1 CHASE GUY 1PIPE LAYER 8.00 TOTALS: 3037.25 Page 16 of 16 RETURN TO: PW ADMIN EXT: 2700 ID#: +'� CJ YJ S CITY OF FEDERAL WAY LAW DEPARTMENT jL<.OUTING FORM ORIGINATING DEPT/Div: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP I. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER#19 i. PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET.SUITE 120.BELLEVUE.WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 EXP.08/31/19 TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD i. TOTAL COMPENSATION:$)S Q1.Y, THIS C.O_($16.939,188.1/1 TOTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGEBOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 DOCUMENT/CONTRACT REVIEW INITIAL/DATE REV WED INITIAL/DATE APPROVED '6 PROJECT MANAGER _ -3 ❑ DIVISION MANAGER _ ,w DEPUTY DIRECTOR X r- DIRECTOR r t-- ❑ RISK MANAGEMENT (IF APPLICABLE) .VQ LAW DEPT wlol/ Q 2-7,e 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: �(�I� COUNCIL APPROVAL DATE: 1 1. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCILAPPROVAL IS NEEDED.) INITIAL/DATE SIGNED ❑ �I '95 SIGNATORY( [Y$10 DIRECTOR) c '19 CITY CLERK I lei m ASSIGNED AG# AG# ❑ SIGNED COPY RETURNED DATE SENT: J ❑RETURN ONE ORIGINAL ;OMMENTS: IL. (� / .XECUTE"2"ORIGINALS. e L/ I-1 t GU n_rPG C l L 2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 19 REV 01 1/10/2019 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340'Street to S 359'''Street) Graham Contd actirt_�,, _I.td. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change corrects the compensable amount allocated to Bid Item A093 Stormwater Pollution Prevention Plan (SWPPP). This lump sum bid item was paid to 100% of its $80,000 bid amount based on working days elapsed as of Pay Estimate #17 in January 2018 when 350.0 working days was reached. Time has since been added to the Contract however totaling 164.0 days for which A093 has not been adjusted. As SWPPP requirements are an event-driven, ongoing need, additional compensation proportional to the time added to the Contract is warranted. No time is added to the Contract itself as a result of this change as work required for SWPPP maintenance is not critical path activity, but rather in support of critical path activities that have been extended based on needs addressed in other Change Orders. Also note that while the 13.0 days added due to the IUOE#302 strike per Change Order 10 were not deemed compensable in any other way, they are compensable to Bid Item A093 as the strike did not relieve the Contractor from adhering to City or Department of Ecology SWPPP requirements. The amount subject to adjustment is the $80,000.00 original bid item amount minus initial one-time costs for preparation and submittal of the SWPPP document estimated at $4,000.00. The$76,000.00 remainder is then applied to the proportion of added time yielding a change order total of$35,611.43: $76,000/350.0 original days x 164.0 added days =$35,611.43 Note that this change has been revised from its original issuance to account for three additional days incorporated into contract time resulting from Change Order 18 for CenturyLink plan revisions.This further time extension to 164.0 days adds $65t.43 ($76,000 / 350 x 3.0 added days) to the previously issued $34,960 total that was based on 161.0 days. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0_0 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. This Change Order is offered without waiver of the City's rights,positions, and defenses. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If"Yes" Will the Policies Be Extended? ❑ Yes ❑ No TOTAL NET CONTRACT: INCREASES 3i,611.43 DECREASE 1 APPROXIMATE OR ESTIMATED QC1A "ITFIES INVOLVED IN THIS CHANGE: ITEM Existing Change UNIT PRICE ADD or NO ITEM QTY Quantity Chane DELETE I Change Item Total Unit Quantity Increases Stormwater Pollution A093 Prevention Plan 1 0 $35,611.43 ADD $35,611.43 Add= $35,611.43 Delete= 0 Total Chane $35,611.43 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 1 C.?00 5210,6!i PREVIOUS CHANGE ORDERS S 2118.080.08 THIS CHANGE ORDER `5 r'i 5.b]„I_r� NEW CONTRACT AMOUNT l 74.1 X8.1 1 CONTRACTOR'S SIGNATURE DATE toIz5 I ►� EJ W LSH. P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 2 RETURN TO PW ADMIN EXT: 2700 ID#: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP �. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT 0 SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE c RESOLUTION `KCONTRACTAMENDMENT(AG#):iz- 1. 1C INTERLOCAL ❑ OTHER CHANGE ORDER 918 PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET,SUITE 120,BELLEVUE,W_A 98006 TELEPHONE(425)691-3591 E-MAIL: Fes: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 '. TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION 411.5 WD 1 OT:ti L.C'OM1IPF.Vti:�TIC?ti; �i,.�?x.71 "l lifS C'-0- !S f 6 j jif,7.6,4 TOTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 �. DOCdf,MENT/CONTRACT REVIEW INITI DATE REVLE%v D INITIAL/DATE APPROVED '� PROJECT MANAGER �r ❑ DIVISION MANAGER tiT t? DEPUTYDIRECTOR (C DIRECTOR f S ❑ RISK MANAGEMENT (IF APPLICABLE) XLAW DEPT11-6 04 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCILAPPROVAL IS NEEDED.) INITIAL/DATE SIGNED ` SIGNATORY(MAYOR OR DIRECTO I CITY CLERK !� t N4' ❑ ASSIGNED AG# AG# SIGNED COPY RETURNED DATE SENT: ❑RETURN ONE ORIGINAL -OMMENTS: ,n�� ( l 'XECUTE«2 ,ORIGINALS, X�lJ� �Q V l/1 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-00991 Z6 18 November 3 2016 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Nighway South HOV Lanes Phase ; Graham Contracting,Ltd_ PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change order addresses costs for CenturyLink plan changes as originally communicated to Graham with Request for Proposal (RFP) 01 on September 12, 2016. RFP 01 included six revised Joint Utility Trench (JUT) plan sheets denoting CenturyLink's requested changes with quantities for bid item quantity additions and new bid items. RFP 01 pricing was received on November 3, 2016 which included a quantity takeoff for existing and new bid items as well as costs for items that were not addressed in the RFP. Agreement could not be reached; however, in the City's negotiation of this change with CenturyLink as parties differed on material quantities to be adjusted. JUT installation including CenturyLink's 4" conduit and handholes that began on October 17, 2016 continued until completion on May 17, 2017 despite the impasse preventing change order execution. CenturyLink's plan changes per RFP 01 were incorporated into physical work which was reviewed by the City, KPG and CenturyLink representative Jesse Patjens on November 8`}', 2018 with confirmation received on November 15`h that only surface cleaning and lid repairs were needed prior to final approval. Review of pay estimates during this installation timeframe indicates that all quantities added to existing bid items with RFP 01 were paid. New work not covered by base bid items however consisting of 2" conduit as well as 467TA and 30x48x36 handholes has not yet been paid. Graham's proposal appears to capture all work required with accurate quantities and appropriate pricing. The City has therefore incorporated all RFP 01 pricing into this change order at the requested amount of$44,701.60. $26,260.60 of this amount is attributed to Schedule E for CenturyLink including $5,547.60 for 2" conduit and new handholes that have not yet been paid for. Graham also requested three days of additional time for this work. Although no schedule was ever received indicating this time impact, the City recognizes that the additional 3,700ft of 2" and 4" conduit along with new JUT sweeps and new connection to Parcel 37 required additional time and has included a three-day compensable time extension. Compensation for time herein is consistent with that provided per Change Order 14 at the calculated overhead rate of$4,524.37 per day based on independent evaluation. This change therefore adds a total of$58,274.11 to the Contract as summarized in the table below. A total of$18,895.71 would be payable to Schedule E upon execution of this change order ($5,547.60 in new bid items + $13,573.11 for 3 compensable days - $225 for 3 days ESC lead time which is only payable upon receipt of daily report). Liquidated damages as assessed would also be reduced by three days to reflect time added per this change. Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1. Schedule A—Bid Item A001—Construction Surveying The unit cost for this bid item has changed. The unit price per Lump Sum is now$150,560.00 The quantity is ILS The total change amount for this item is an increase of$560.00 1 2. Schedule A—Bid Item A023—Removal of Structures and Obstructions The unit cost for this bid item has changed.The unit price per Lump Sum is now$52,650.00 The quantity is ILS The total change amount for this item is an increase of$2,650.00 3. Schedule A—Bid Item A031 —Gravel Borrow for Trench Backfill Inc.Haul The unit cost for this bid item has not changed.The quantity is increased by 173 Tons. The new quantity is 15,723TN The total change amount for this item is an increase of$2,249.00 4. Schedule A—Bid Item A035—Structure Excavation Class B Inc.Haul for Undergrounding Overhead Utilities The unit cost for this bid item has not changed. The quantity is increased by 231 Cubic Yards. The new quantity is 9,051.3CY(Qty also adjusted w/CO#15) The total change amount for this item is an increase of$5,775.00 5. Schedule A—Bid Item A037—Shoring or Extra Excavation Class B The unit cost for this bid item has not changed.The quantity is increased by 2,300 Square Feet. The new quantity is I I5,700SF The total change amount for this item is an increase of$1,150.00 6. Schedule A—Bid Item A040—Crushed Surfacing Base Course The unit cost for this bid item has not changed.The quantity is increased by 15 Tons. The new quantity is 13,375TN The total change amount for this item is an increase of$300.00 7. Schedule A—Bid Item A042—HMA Cl. '/z"PG 64-22 The unit cost for this bid item has not changed. The quantity is increased by 6 Tons. The new quantity is 8,975.4TN(Qty also adjusted w/CO#15) The total change amount for this item is an increase of$426.00 8. Schedule A—Bid Item A044—HMA Cl. 1"PG 64-22 The unit cost for this bid item has not changed. The quantity is increased by 7 Tons. The new quantity is 8,967TN The total change amount for this item is an increase of$497.00 9. Schedule A—Bid Item A143—Cement Conc. Traffic Curb&Gutter The unit cost for this bid item has not changed. The quantity is increased by 20 Lineal Feet. The new quantity is 12,620LF The total change amount for this item is an increase of$200.00 10. Schedule A—Bid Item A154—Cement Conc. Sidewalk The unit cost for this bid item has not changed. The quantity is increased by 40 Square Yards. The new quantity is 9,370SY The total change amount for this item is an increase of$960.00 2 11. Schedule A—Bid Item A189—Pitrun Sand The unit cost for this bid item has not changed. The quantity is increased by 114 Cubic Yards. The new quantity is 2,284.7CY(Qty also adjusted w/CO 415) The total change amount for this item is an increase of$4,674.00 12. Schedule E—Bid Item E01 —Install Conduit 4 In. The unit cost for this bid item has not changed.The quantity is increased by 3,506 Lineal Feet. The new quantity is 25,216LF(Qty also adjusted w/CO#15) The total change amount for this item is an increase of$19,283.00 13. Schedule A—Bid Item E003—Install Handhole 264TA The unit cost for this bid item has not changed. The quantity is increased by 2 per Each. The new quantity is 22EA The total change amount for this item is an increase of$430.00 14. Schedule E—Bid Item CO]8.001 —Install Conduit 2 In. This is a new bid item. The unit price per Lineal Foot is$3.70 The quantity is 198LF The total change amount for this item is an increase of$732.60 15. Schedule E—Bid Item CO18.002—Install Handhole 467TA This is a new bid item. The unit price per Each is$1,285.00 The new quantity is 1 EA. The total change amount for this item is an increase of$1,285.00 16. Schedule E—Bid Item CO18.003—Install Handhole 30x48x36 This is a new bid item. The unit price per Each is$1,765.00 The new quantity is 2EA. The total change amount for this item is an increase of$3,530.00 17. Schedule E—Bid Item C018.004—Three Days Schedule E Extended Overhead This is a new bid item. The unit price per Day is$4,524.37. The quantity is 3Days The total change amount for this item is an increase of$13,573.11 The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by_1 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 3 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Lump Sum Additions Item No Bid Item Description Existing Price New Price Change Total A001 Construction Surveying $150,000.00 $150,560.00 $560.00 A023 Removal of Structures and Obstructions $50,000.00 $52,650.00 $2,650.00 subtou'.1= $3,210.00 Unit Quantity Additions Unit Existing Change UNIT Change Total Item No Bid Item Description QTY QTY PRICE Gravel Borrow for Trench Backfill Inc. TN 15,550 15,273 $13.00 $2,249.00 A031 Haul Structure Exc CI B incl.Haul for CY 8,820.3 9,051.3 $25.00 $5,775.00 A035 Undergroundiny,of Overhead Utilities A037 Shoring or Extra Excavation Class B SF 113,400 115,700 $0.50 $1,150.00 A040 Crushed Surfacing Base Course TN 13,360 13,375 $20.00 $300.00 A042 HMA Cl '/2"PG 64-22 TN 8,969.4 8,975.4 $71.00 $426.00 A044 HMA Cl 1"PG 64-22 TN 8,960 8,967 $71.00 $497.00 A143 Cement Conc.Traffic Curb and Gutter LF 12,600 12,620 $10.00 $200.00 A154 Cement Conc. Sidewalk SY 9,330 9,370 $24.00 $960.00 A189 Pitrun Sand CY 2,170.7 2,284.7 $41.00 $4,674.00 E001 Install Conduit 4In. (CenturyLink) LF 21,710 25,216 $5.50 $19,283.00 E003 Install Handhole 264TA(CenturyLink) EA 20 22 $215.00 $430.00 CO18-001 Install Conduit 2 In. (CenturyLink) LF 0 198 $3.70 $732.60 CO18-002 Install Handhole 467TA(CenturyLink) EA 0 1 $1,285.00 $1,285.00 Install Handhole 30x48x36 EA 0 2 $1,765.00 $3,530.00 CO18-003 Centu Link) Three Days Schedule E Extended EA 0 3 $4,524.37 $13,573.11 CO18-004 Overhead Subtotal= $55,064.71 Grand Totals Add= $58,274.71 Delete= $0.00 Total Change $58,274.71 TOTAL NET CONTRACT: INCREASE S 58.274.71 DECREASE 4 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT 516,700,526.60 PREVIOUS CHANGE ORDERS S 179,775.37 THIS CHANGE ORDER S 58 274.71 NEW CONTRACT AMOUNT 516,938.576.6$ CONTRACTOR'S SIGNATURE DATE t-11,.le__— 9128111 EJ ALSH,P.E., DATE DIRECTOR PUBLIC WORKS DEPARTMENT 5 CITY Of ]POW Federal Way REQUEST FOR PROPOSAL � �i1111 rchiL V:!k� LanQscape ArctiiLc:cLurc ♦ Civil Engineering #1 DATE: September 8,2016 CONTRACT NO.: AG-16-006 PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: CenturyLink Conduit Installation SPECIFICATION 8-32 PLAN REF: Revised Plan Sheets REF. 351, 352, 353, 359, 360 ATTACHMENTS: RFP 01 Revised Plan Sheets.pdf TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten (10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: Install CenturyLink provided materials into the Joint Utility Trench, as per attached revised plan sheets 351, 352, 353, 359, and 360. Measurement and payment for the work shall be per bid item as specified in the plans and specs for the following bid items: A31 Gravel Borrow for Trench Backfill Incl. Haul 173 Tons A35 Structure Excavation Class B Incl. Haul for Undergrounding of Overhead Utilities 231 CY A37 Shoring or Extra Excavation Class B 2300 SF A40 Crushed Surfacing Base Course 15 Tons A42 HMA Cl. 1/2" PG 64-22 6 Tons A44 HMA Cl. 1" PG 64-22 7 Tons A189 Pitrun Sand 114 CY E01 Install Conduit 4 In. 3506 LF E03 Install Handhole 264TA 2 EA Provide an installed cost for the following NEW items: 2"Conduit 198 LF (This installed cost will be based on bid item C1) 467TA Handhole 1 EA 30 x 48 x 36 Handhole 2 EA Federal Way REQUEST ectur VEST FOR PROPOSAL ♦ Architecture �.[ Landscape Architecture ♦ Civil Engineering #1 MATERIAL: All material will be provided by Century Link with the exception of the above Schedule A bid items. MEASUREMENT AND PAYMENT: Measurement and payment for the installation of Gravel Borrow will be per TON Measurement and payment for the installation of Structure Excavation Class B Inca, Haul for Underarounding of Overhead Utilitig will be per CUBIC YARD Measurement and payment for the installation of Shoring or Extra Excavation Class B will be per SQUARE FOOT Measurement and payment for the installation of Crushed Surfacing Base Course will be per TON Measurement and payment for the installation of HMA Cl, I!2" PG 64-22 will be per TON Measurement and payment for the installation of HMA Cl. 1" PG 64-22 will be per TON Measurement and payment for the installation of Pitrun Sand will be per CUBIC YARD Measurement and payment for the installation of Conduit 4 In. will be per LINEAL FOOT Measurement and payment for the installation of Handhole 264TA will be per EACH Measurement and payment for the installation of 2"Conduit will be per LINEAL FOOT Measurement and payment for the installation of 467TA Handhole will be per EACH Measurement and payment for the installation of 30 x 48 x 36 Handhole will be per EACH By: Date: CC: PLAN QUANTITY OR COST REVISION November 3,2016 Page 1 of 1 Graham Contracting Ltd. 13555 SE 36th Street,Suite 120 Phone: Bellevue,Washington,U.S.A.98006 Fax: Project Number: W16051 Owner Project#: AG#16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Plan Quantity or Cost Revision#RFP#1 Occurrence Date: 2016/10/26 Description: RFP#1 Century Link Conduit Installation Revision Send To Name: KPG Address: 3131 Elliot Ave Suite 400 Seattle, WA 98121 Phone: (206) 286-1640 Fax: Attention: Ken Gunther Name: Graham Contracting Ltd. Address: Seattle Phone: Fax: Attention: Dan Zimmerman;Jason Streuli;Seth Crites Comments Graham proposes the following time impact analysis as follows; We request an additional 3 days be added to the schedule with the corresponding extended overhead at a rate of$8,220/day. There are 3 new bid items; 2"ConOuit- 198 LF at$3.70/LF= 467TA Handhole- 1 EA at$1,285/EA 30x48x36 Handhole-2 EA at$1,765/EA There are other items that were not addressed in the RFP;Survey, Removal of Structures&Obstructions, Concrete Sidewalk, Concrete Curb&Gutter and Landscape restoration. Please see the attached spreadsheet. Per: Edward Schepp, Project Manager XM ( � E I I C I I I I o U0 I 4 �3 o I � � I I � I IIL I III 1111111 I { I � , 111111 . I ; II t I z� � , o � I 1 I T�-,- L.I.� �� _ --JL- - i 11y I I ��� I t•� � .r 3. I- � 1 j 1 '1 I III I I LIII I � I i 1 IIS 1 = A I � - = I IIII -1-I_LL �_-- -- � 11F; I I � I ' F e IQ 1. 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TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION WCONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER#17 1i, I. PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET.SUITE 120,BELLEVUE,WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS: ❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 _,EXP.08/31/19 TERM: COMMENCEMENT DATE:AUGUST 25 W 2016 COMPLETION DATE:UPON COMPLETION{411.5 D) TOT IL COMPENSATION:$=i3�j o� I'i�C'HISC.O./$16,frdj3Cl•V-TOTAL (tNCI_UDL"EXPENSES Atif3SALESTAX,I.FANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 �. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED P-PROJECT MANAGER ('-7 C7 DIVISION MANAGER v DEPUTY DIRECTOR ffr,DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) LAW DEPT 1-1 6./Igo 1 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D' ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCILAPPROVAL IS NEEDED.) INITIAL/DATE SIGNED NT [` SIGNATORY(MAYOR OR DIRECTOR) q CITY CLERK ❑ ASSIGNED AG# AG# SIGNED COPY RETURNED DATE SENT: , _�e ❑RETURN ONE ORIGINAL I" :OMMENTS: // ++ rr M + h I t 'XECUTE"2"ORIGINALS ���t r !�a I I GnIcf 1114 - rf ��+rb, �{ � ,�'�,,rt f Trrw 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-0099(126) 17 December 14,2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Hiphwav South HOS'I.,anes Phase 5 Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: PSE has forwarded to the City of Federal Way an accounting summary of all change order costs incurred by their construction crews throughout the course of the Pacific Highway South HOV Lanes Phase 5 project for repairs to infrastructure Graham installed due to damage sustained during construction and relocations for which they believe the City's Contractor to be liable. See attached spreadsheet detailing work performed, dates of occurrence and costs incurred. The City is forwarding to Graham Contracting the costs that PSE has determined Graham to be liable for in the amount of$137,108.48 for added repairs and relocations as detailed on the attached. No time is associated with this change as PSE's crews worked independently to correct and/or repair their infrastructure neither assisting nor impeding Graham's crews. Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1) Schedule D—Add new Bid Item C017.001 —PSE Repairs&Relocations The unit cost for this Bid Item is$137,108.48 per Lump Sum. The quantity is-1 Lump Sum. The total change amount for this item is a decrease of$137,108.48 The time provided for completion in the Contract is N 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 CHANGE ORDER AGREEMENT 1 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Existing Change UNIT ADD or Change Item ITEM NO DESCRIPTION TY TY PRICE DELETE Total Additions ADD ADD Sub Total= Deducts C017-001 PSE Repairs &Relocations 0 -1 $137,108.48 DELETE -$137,108.48 DELETE DELETE Sub Total= 4137,108.48 Add= $0.00 Delete= -$137,108.48 Total Change -$137.108.48 TOTAL NET CONTRACT: INCREASE DECREASE $137,108.48 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to beperformed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT S16.700.526-60 PREVIOUS CHANGE ORDERS S 31 b.,,X S S THIS CHANGE ORDER S -13 10 8-4S NEW CONTRACT AMOUNT S16,88t,301 077 CONTRACTOR'S SIGNATURE DATE EJ ALSH,P.E., DATE DIRECTOR PUBLIC WORKS DEPARTMENT CHANGE ORDER AGREEMENT 2 CHANGE ORDER FOR PSE REPAIRS & RELOCATIONS No. Issue Description Graham Total 3 Repair city installed conduit on 2/1/17 (SEE IDR from Joe $1,473.00 Nerlfi 2/1/17) 10 This CER covers crew time on 5/17/17 to remove the cables $2,190.00 from J11 to J13 so that J11 can be relocated by others. 11 This CER is to cover the crew time on 5/25 to pull in new $4,257.00 cables from J13 to J11. These cables had been previously removed (on 5/17) and the vault relocated. Also, to remove the cables from V02 so that it can be relocated. The vaults were installed incorrectly by the City's contractor so this will be 100% City cost. This Cerf also includes 250 feet of single phase primary cable (V02) ad 175 feet of three phase primary cable (J13/J11). 16 Replace and adjust damaged vault lids at PV 10, PV7, J15, PV3, $25,471.00 PV2. 24 Replaced vault lids at J15, J09, PV2 & PV3, adjusted lid at J30 $8,566.00 on 12/6 and 12/7. 26 Labor and Equipment between 2/13/18 and 3/9/18 to reset $45,444.00 vaults to final grade. 27 Labor and Equipment between 4/20/18 and 6/7/18 to reset $29,068.00 vaults to final grade. 28 This CER covers vactor and traffic control charges for CER's 26 $13,080.48 and 27. 29 Labor and equipment in July 2018 to reset vault J29 on 7/19 $6,357.00 and PV7 and J20 on 7/18. H10 was design issue - so City charging 75%of$8,476.00 billed. 301 Labor and equipment to reset 1-17A on 8/3/18. $1,202.00 Total Due from Graham Contracting $137,108.48 PUGET SOUND ENERGY COST ESTIMATE REVISION # 3 To: City of Federal Way Date: 3/21/2017 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Pacific Hwy Phase 5 Schedule 74 Conversion Description of work: Repair city installed conduit on 2/1/17.This will be 100%city cost Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ Service Provider Outside Services $ 1.315 Includes State Sales Tax Operating Rights $ Overhead $ 158 PSE Project Management $ Company Total $ 1,473 Government Entity Labor $ - Operating Rights $ Government Entity Total $ - Total Revision to Estimate $ 1,473 Allocation of Revision Total Company 0% $ Government Entity 100% $ 1,473 Total Revision $ 1,473 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy Clty of Signed- _ Signed: Title: Title: Date: / Date: (Please sign and return one copy) PUGET SOUND ENERGY 3591 7-04 Puget Sound Energy PO Box 90868 Bellevue,VIA 98009-0868 a subsidiary of PUGET ENERGY CALCULATION SHEET Job No. Sheet of Subject ------------ - - BY _ Date Reference _ Chkd Date l 10C IP CW SEATTLE•TACOMA Inspector's Daily Report (DIARY-continued) IDR Sheet 3 of 4 Sheets Pro!ed No. Proiect Mame Day Late AG-16-115 Pacific Highway South HOV Lanes Phase V Wednesday February 1,2017 Prime Contractor Graham Contracting,Ltd DIARY 0800:Graham to continuc excavating STA 40+00 excavating northeast towards vault at STA 40+45 to complete JUT lateral sweep and at STA 30+28 to connect with PSE V17.Amaya to place conduit at STA 28+95 for JUT lateral sweep to CenturyLink 264T handhole.Grady Excavating hauling excavated material.Pro-Vac vacing out for JUT lateral sweep to STA 40+45 vault. 0849:NorthSky onsite at S.352nd NE radius to stabilize utility pole in preparation for Pro-Vac and Graham to vac out JUT sweep trench.Potelco rep(Sal) Orlslle- 0917:Amaya working near CenturyLink 264T handhole at approx.STA 29+90 to place conduit.Graham excavating for JUT lateral sweep beginning at STA 30+28(Dean,Les,Romeo,Scott). (1934:Pro-Vac onsite at STA 40+18 vacing out around water valve can for JUT lateral sweep northeast towards vault at STA 40+45. 0942-Amaya receives shipment of signal cabinets.Cabinets photographed;Amaya to supply packing slips and catalog cuts. 1007:Potelco crew arrives at S.352nd. 1029:Anla.a lays 3"secondary conduit at V17 transformer pad. 1017:Graham breaks 4"PSE conduit at STA 30-28 while digging Cor a lateral sweep to the V 17 transformer pad. Potelco had previously pulled wire i through this conduit on 1/31;Potelco to repair broken conduit with repair kit and bill Graham for services rendered. 1108:Amaya grouts 264TA vault. 1124:Graham and Pro-Vac continue vacing out at STA 40+35 near hydrant run and water valve cans.Junction box'LT'removed along with conduit stub- out at STA 40+29(photographed). 1155:Graham continues excavating at STA 30+15 for JUT sweep placement.Speed shoring in place. 1250:Potelco to fix broken 4"conduit at STA 30+28. 1340:Potelco repairs broken conduit.Photo taken. 1346:Amaya hits knockouts in pull vault PV9 and begins installing conduit from STA 40+15 towards vault. 1349:Sal(Potelco)onsite at STA 40+15 supervising sand bedding placed in trench. 1409:Graham nearly complete with STA 30+15 JUT lateral sweep excavation to V17 transformer pad;speed shoring in place.Loader hauling pitrun sand bedding. 1448:Amaya finishes laying conduits at JUT sweep from STA 40+15-PV9 pull vault. 1515:Graham backfills at STA 40+15 trench.Amaya will begin placing conduit in STA 30+15 JUT lateral sweep trench on 2/2. 1540:Traffic control pulled. 1609:Crews offsite. A 1yti,rG"+1l (Signed) NAME Sne IVe�lf�, rrstruction Inspector 40 PUGET SOUND ENERGY COST ESTIMATE REVISION # 10 To: City of Federal Way Date: 6/19/2017 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: This CER covers crew time on 5/17117 to remove the cables from All to J13 so that J11 can be relocated by others. )tem Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 1,956 Includes State Sales Tax Operating Rights $ Overhead $ 235 PSE Project Management $ - Company Total --2,190- Government Entity Labor $ Operating Rights $ Government Entity Total w Total Revision to Estimate $ 2,190 Allocation of Revision Total Company 0% $ Government Entity 100% $ 2,190 Total Revision $ 2,190 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sou En rgy City of Signed: f Signed Title: Title: Date: Date: (Please sign and return one copy) PUGET SOUND ENERGY 3591 7-04 Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY 40 PUGET SOUND ENERGY COST ESTIMATE REVISION # 11 To: City of Federal Way Date: 6/19/2017 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: This CER is to cover the crew time on 5/25 to pull in new cables from J13 to J11.These cables had been previously removed (on 5/17)and the vault relocated.Also,to remove the cables from V02 so that it can be relocated.The vaults were installed incorrectly by the city's contractor so this will be 100% city cost. This CER also includes 250 feet of single phase primary cable(V02)and 175 feet of three phase primary cable(J13/J11) Item Amount Comments Company Labor - Materials S 1,845 Equipment Inspection Service Provider Outside Services 1,956 Includes State Sales Tax Operating Rights S - Overhead S 456 PSE Project Management 5 - Company Total 3 4,257 Government Entity Labor $ Operating Rights $ Government Entity Total $ - Total Revision to Estimate $ 4,257 Allocation of Revision Total Company 0% $ Government Entity 100% $ 4,257 Total Revision $ 4.257 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sou njy,,,, City of Signed: / Signed: Title: Title: Date: Date: (Please sign and return one copy) PUGET SOUND ENERGY 3591 7-e4 Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY 40� PUGET SOUND ENERGY COST ESTIMATE REVISION # 16 To: City of Federal Way Date: 11/112017 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: Replace and adjust damaged vault lids at PV10,PV7,J15,PV3,PV2 Item Amount Comments Company Labor Materials Equipment S Inspection 5 Service Provider Outside Services $ 6,226 Includes State Sales Tax Operating Rights S Overhead S 2,729 PSE Project Management c - Company Total Government Entity Labor $ Operating Rights $ Government Entity Total $ - Total Revision to Estimate $ 25,471 Allocation of Revision Total Company 0% $ Government Entity 100% Total Revision $ 25,471 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of Signed Signed: Title: Title: Date: Date: (Please sign and return one copy) PUGET SOUND ENERGY a56'. 7 Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY PUGET SOUND ENERGY COST ESTIMATE REVISION # 24 To: City of Federal Way Date: 12/27/2017 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: Replaced vault lids at J15,J09, PV2&PV3,adjusted lid at J30 on 1216 and 1217 Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 7,649 Includes State Sales Tax Operating Rights $ - Overhead $ 918 PSE Project Management $ Company Total 8,566 Government Entity Labor $ Operating Rights $ Government Entity Total $ Total Revision to Estimate $ 8,566 Allocation of Revision Total Company 0% $ Government Entity 100% $ 8,566 Total Revision 8.566 Note: This Cost Estimate Revision will be effective only when signed by both parties: PugetSoundE rgy City of Signed: / Signed: Title: Title: Date: / Date: (Please sign and return one copy) PUGET SOUND ENERGY 3591 7-04 Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY PUGET SOUND ENERGY COST ESTIMATE REVISION # 26 To: City of Federal Way Date: 3/9/2018 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: This work includes the labor and equipment between 2113/18 and 319/18 to adjust vaults set by the city to final grade. Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 40,575 Includes State Sales Tax Operating Rights $ Overhead $ 4,869 PSE Project Management $ - Company Total 45,444 Government Entity Labor $ Operating Rights $ Government Entity Total $ - Total Revision to Estimate $ 45,444 Allocation of Revision Total Company 0% $ Government Entity 100% 45,444 Total Revision $ 45,444 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of Signed: —r —^�J Signed Title: Date: ���:b 146 Date: (Please sign and return one copy) PUGET SOUND ENERGY Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0866 a subsidiary of PUGET ENERGY PUGET SOUND ENERGY COST ESTIMATE REVISION # 27 To: City of Federal Way Date: 6/13/2018 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Jason Airey Project: Federal Way Pacific HWY South Phase 5 Description of work: This work includes the labor and equipment between 4/20/18 and 6/7/18 to adjust vaults set by the city to final grade. Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 25,954 Includes State Sales Tax Operating Rights $ - Overhead $ 3,114 PSE Project Management $ - Company Total $ 29,068 Government Entity Labor $ - Operating Rights $ Government Entity Total $ Total Revision to Estimate $ 29,068 Allocation of Revision Total Company 0% $ - Government Entity 100% $ 29,068 Total Revision $ 29,068 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of Signed: Signed: Title: Title: Date: Date: (Please sign and return one copy) PUGET SOUND ENERGY Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY 40 PUGET SOUND ENERGY COST ESTIMATE REVISION # 28 To: City of Federal Way Date: 7/3/2018 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Jason Airey Project: Federal Way Pacific HWY South Phase 5 Description of work: This work includes the traffic control and vactor services required for CER#25,#26 and#27.CER#25 covered setting P27 that took place on 113 and 1/19. CER#26 and#27 covered the vault adjustments that took place between 2113 and 6/7. CER 25 was not billed to the City of Federal Way-thus its traffic control & vactoring costs should not have been included with this CER.The cost proportional to CER 25 has been deducted from CER 28's total as follows: CER 25 through 27 total cost:$82,533.00 CER 25 cost alone:$7,910.00 CER 28 cost deduct:$14,467.00* (7,910/82,533) =$1,386.52 CER 28 revised cost:$14,467.00-$1,386.52=$13,080.48 Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 12,917 Includes State Sales Tax Operating Rights $ - Overhead $ 1,550 PSE Project Management $ -1,368.52 Cost deduct for CER 25 as calculated above Company Total $ 44,467 $13,080.48 Government Entity Labor $ Operating Rights $ Government Entity Total $ Total Revision to Estimate $ 4 4,46;1 $13,080.48 Allocation of Revision Total Company 0% $ Government Entity 100% $ 4 4.46;z $13,080.48 Total Revision $ 114,467 $13,080.41 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of Signed "` - Signed: Title: Date: (Please sign and return one copy) PUGET SOUND ENERGY Puget Sound Energy PO Box 90868 Bellevue,WA 98009-0868 a subsidiary of PUGET ENERGY PUGET SOUND ENERGY COST ESTIMATE REVISION # 29 To: City of Federal Way Date: 7/2.3/2018 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Dennis Booth Project: Federal Way Pacific HWY South Phase 5 Description of work: This work includes the labor and equipment during July 2018 to adjust vaults set by the City contractor H10 and J29 on 7-19,PV7 and J20 on 7-18 to final grade. Item Amount Comments Company Labor Materials Equipment Inspection Service Provider Outside Services 5 7,568 Includes State Sales Tax Operating Rights $ Overhead 5 908 PSE Project Management Company Total 8,476 Government Entity Labor Operating Rights Government Entity Total $ Total Revision to Estimate $ 8,476 Allocation of Revision Total Company 0% 5 Government Entity 100% 8,476 Total Revision $ 8,476 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of Signed. Signed- 1?!h« Title: Date: Date: (Please sign and return one copy) PUGET SOUND ENERGY Puget Sound Energy PG 6c,:90558 5ellevue A'VA 98009-0866 a subsidiary of PUGET ENERGY PUGET SOUND ENERGY COST ESTIMATE REVISION #30 To: City of Federal Way Date: 8/9/2018 33325 8th Avenue South Federal Way Washington 98003 Project Number: 101090422 Attn: John Mulkey Project Manager: Jason Airey Project: Federal Way Pacific HWY South Phase 5 Description of work: This work includes the labor and equipment on 8!3118 to adjust H7A set by the City's contractor at 34428 Pacific Hwy to final grade Item Amount Comments Company Labor $ Materials Equipment $ Inspection $ - Service Provider Outside Services $ 1,073 Includes State Sales Tax Operating Rights $ Overhead $ 129 PSE Project Management $ Company Total 1,202 Government Entity Labor $ Operating Rights $ Government Entity Total $ - Total Revision to Estimate $ 1,202 Allocation of Revision Total Company 0% Government Entity 100% Total Revision $ 1,202 Note: This Cost Estimate Revision will be effective only when signed by both parties: Puget Sound Energy City of �— Signed: �..� � Signed Title: Date: It z 13 ��► Date: (Please sign and return one copy) PUGET SOUND ENERGY Puget Sound Energy PO Box 90868 Bellevue,V✓A 98009-0868 a subsidiary of PUGET ENERGY RETURN TO PW ADMIN EXT: 2700 ID#: 351 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIv: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP _ +. TYPE OF DOCUMENT(CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT Cl MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER#16 I. PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET SUITE 120 BELLEVUE WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE �. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 '. TERM: COMMENCEMENT DATE:AUGUST 25 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) i. TOTAL COMPENSATION:$247.52 THIS C.O./$17,017,410.45 TOTAL __ (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE—ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES Cl NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY. ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE TO:306-4400-165-595-30-650 I. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED '6 PROJECT MANAGER -a w �&v /� ❑ DIVISION MANAGER -z DEPUTY DIRECTOR 5d DIRECTOR ct ❑ RISK MANAGEMENT (IF APPLICABLE Ly LAW DEPT 0. COUNCIL APPROVAL(IF APPLICABLE COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING / / f q SENT TO VENDOR/CONTRACTOR DATE SENT: M, DATE REC'D: LTJ 2A I I ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED. INITIAL/DATE IGNED 'F ANCE DEPARTMENT "4 1�S1GNATO 1tY(Nt,%YOR OR DIRECTOR) y11 x CITY CLLFK Ass 16NLDAG ff AG# S1 ;NI:iD COPY RI::IURNED DATE SENT: 9AAv ❑ Rr I U It N ON l:ORIGINAL -OMMENTS: ;XECUTE 2"ORIGINALS. 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 16 10/11/2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Hi hwav South HOV Lanes Phase V (S 340"Street to S 359`h Street) Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses material cost and labor for installation of blue raised pavement markers (RPMs) for the purpose of locating hydrants for emergency response vehicles. The City accepted Graham's cost of $9.52($8.50+ 12.0% markup)per each of 26 RPMs requiring installation as proposed with Graham Serial Letter 198 dated October 11, 2018. The City determined shortly after receiving this proposal that RPM layout could be performed in- house and that the proposed cost of $800 ($200/hr for 4hrs) would not be necessary. This change therefore covers cost for RPM procurement and installation at designated locations only. A new bid item has been established for this work as described below. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0_0 Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. This Change Order is offered without waiver of the City's rights,positions, and defenses. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If"Yes"Will the Policies Be Extended? ❑ Yes ❑ No TOTAL NET CONTRACT: INCREASE$ 247.52 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM Existing I Change I UNIT PRICE ADD or NO ITEM QTY I Quangy Change DELETE Change Item Total Unit Quantity Increases C016-001 Blue RPMs for Hydrants 0 26 $9.52 ADD $247.52 Add= $247.52 Delete= 0 Total Chane $247.52 1 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 16,700,526.60 PREVIOUS CHANGE ORDERS $ 316,636.33 THIS CHANGE ORDER $ 247.52 NEW CONTRACT AMOUNT $ 171017,410.45 1';tta , 6 /1 q III C NTRACTOR'S SIGNATURE DATE E WALSH, P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 2 (01�FL4J4APA Pacific HWY HOV Lanes Phase 5 10/8/2018 Added Blue RPM's for Hydrants DRAFT Aggregate Inefficiency/ Work Description/Operation Man Hours Hourly Rate Overtime Extension (ST) 1 Graham Labor 2 $ - $ - 3 $ $ - 4 $ - $ - 5 $ - - 6 $ _ $ - 7 Subtotal Labor $ - $ - 8 9 Subs&Services QTY UIM Unit Rate Extension 10 Supply and Install Blue RPMs 26 EA 8.50 221-00 11 4, 12 13 Subtotal Subs &Services CITY ELECTED TO 1 $ 1.021.00 14 SELF-PERFORM 15 Materials QTY UIM Unit Rate 16 RPM LAYOUT. $ 17 $ - 18 $ - 19 - 20 $ - 21 22 Subtotal Materials 23 24 Equipment HRS Hourly Rate 25 26 27 $ 28 $ 29 _ $ 30 Subtotal Equipment $ 31 32 Field Supervision HRS Hourly Rate 33 34 35 Subtotal Overhead $ 36 37 Markups 38 Labor 29%of line 71 39 Subcontractors (12%of line 13) COST WITHOUT RPM L, 122.52 40 Equipment 21 of line 30 $ - 41 Material 21%of line 22 $221.00 + 12% SUB MARKUP = $247.52 - 42 Services 21%of line 13 $ 43 Subtotal Markus $ 122.52 44 TOTAL ESTIMATED COST $ 1,143.52 RETURN TO: PW ADMIN EXT: 2700 ID#: P, � � 9r CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS :. ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP i. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ONTRACTAMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHERCRANGE ORDER#L I. PROJECT NAME:PACIFIC Hwy S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) �. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET.SUITE L20 BELLEVUE WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 EXP,08/31/19 TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) i, TOTAL COMPENSATION:$I O.3 7 o.20 Tll PS Cf) r-At7 t? COTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 �. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/D E APPROVED €N PROJECT MANAGER /z- DIVISION DIVISION MANAGER ii DEPUTY DIRECTOR i: , i I Q DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE ++ s LAW DEPT 0. COUNCIL APPROVAL(IF APPLICABLE COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING 6 SENT TO VENDOR/CONTRACTOR DATE SENT: DATE RECD: 41 t� � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCILAPPROVAL IS NEEDED.) INITIAL/DATE SIGNED .xioP,l f MAYOR OR DIRECTOR) C f 11z.>ti ]p Ass u_ti[_D AG# AG# Ll S1(1Nui)Co Py RETURNED DATE SENT: -, Rf_l i_il: ONE ORIGINAL :OMMENTS: IXECUTE"2 ORIGINALS. 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STP[ 1.-0090!1?6` 15 April 28,2017_ PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: All joint utility trench (JUT) installations on this project were to be open-cut per original contract. With GSL 035 received March 17, 2017, Graham Contracting proposed to the City of Federal Way use of directional boring for JUT crossings of Pacific Highway in lieu of open cut trenching. Costs to directionally bore were roughly equal to those of open-cut trenching per Graham's analysis with the added benefit of being able to complete this work without the need for lane closures or traffic control. The City allowed this alternate method understanding that it was, as stated per GSL 035,to be at no added cost. Work proceeded per this agreement with the City subsequently issuing field work directive(FWD)063 on April 28,2017 which added three 3"PSE conduits and relocated two 4" conduits all to be direct bored across S 348th St east of SR99. This addition was included with a proposal revision from Graham which was received well after completion of JUT work via GSL 190 on August 22, 2018. The revised proposal's cost for boring was considerably higher at $105,139.48 versus the original at $63,264.00. As the original agreement was to amend the installation method at no cost, the City is only willing to pay for the additional conduit per FWD 063 at the cost it would have been to open-cut trench per original contract bid items. Had the City been informed that the boring costs were actually higher,the proposal with no added benefit to the City would have been rejected. The attached cost estimate utilizes existing bid items and per-Contract unit prices to reflect the addition of three PSE 3" conduits as if they were placed in a single open-cut trench across S 348th St. The two relocated PSE 4" conduits were not included in this exercise as they were originally proposed to be trenched and are thus part of the no-cost change. This work is valued at$10,376.20 as per attachment. Subsequent to receiving this Change Order, Graham issued a correction to its figures with explanation that they were inadvertently omitted from their GSL 035 proposal via email to KPG on March 26, 2019. Among these corrections were open cut trench quantities for the base-bid 4"PSE conduits relocated to borings per FWD 063 as well as City fiber conduit also relocated to direct bores under S 348th St west of SR99. KPG confirmed through review of Inspector Daily Reports (IDRs) that these conduits were indeed direct bored. These corrections revised Graham's original open-cut trench estimate from$63,174.00 to $83,283.55. The Bid Schedule update below deducts all open-cut trenching quantities presented on GSL 035 and updated by Graham on 3/26/19 as accepted by the City totaling $83,283.55. The $93,659.75 addition for directional boring ($83,283.55+the $10,376.20 from above for added PSE 3"conduits) appears as a new lump sum Bid Item. Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1. Schedule A—Bid Item A24-Sawcutting. The unit cost for this Bid Item is unchanged.The quantity is reduced by 1,860SF. The new quantity is 27,140SF. The total change amount for this item is a decrease of$3,255.00 2. Schedule A—Bid Item A35—Stricture Excavation Class B Inc. Haul. The unit cost for this Bid Item is unchanged.The quantity is reduced by 379.7CY. The new quantity is 8,820.3CY. The total change amount for this item is a decrease of$9,492.50 1 3. Schedule A—Bid Item A39—Controlled Density Fill. The unit cost for this Bid Item is unchanged.The quantity is reduced by 191.36CY. The new quantity is 308.60CY. The total change amount for this item is a decrease of$19,136.00 4. Schedule A—Bid Item A41 —Temporary Pavement. The unit cost for this Bid Item is unchanged.The quantity is decreased by 68.89TN. The new quantity is 931.11 TN. The total change amount for this item is a decrease of$9,300.15 5. Schedule A—Bid Item A42—HMA CL /2"PG 64-22. The unit cost for this Bid Item is unchanged.The quantity is decreased by 260.6TN. The new quantity is 8,969.4TN. The total change amount for this item is a decrease of$18,502.60 6. Schedule A—Bid Item A189—Pitrun Sand. The unit cost for this Bid Item is unchanged.The quantity is decreased by 89.3CY. The new quantity is 2,170.7CY. The total change amount for this item is a decrease of$3,661.30 7. Schedule A—Bid Item A191 —Provide&Install Conduit 4". The unit cost for this Bid Item is unchanged.The quantity is decreased by 840.OLF. The new quantity is 12,460.OLF. The total change amount for this item is a decrease of$6,720.00 8. Schedule C—Bid Item C2—Comcast 4"Conduit. The unit cost for this Bid Item is unchanged.The quantity is decreased by 610LF. The new quantity is 14,790LF. The total change amount for this item is a decrease of$3,355.00 9. Schedule D—Bid Item D1 —PSE 2"Conduit. The unit cost for this Bid Item is unchanged.The quantity is decreased by 360LF. The new quantity is 1,460LF. The total change amount for this item is a decrease of$936.00 10. Schedule D—Bid Item D2—PSE 3"Conduit. The unit cost for this Bid Item is unchanged.The quantity is decreased by 80LF. The new quantity is 4,030LF. The total change amount for this item is a decrease of$400.00 11. Schedule D—Bid Item D3—PSE 4"Conduit. The unit cost for this Bid Item is unchanged.The quantity is decreased by 660LF. The new quantity is 15,540LF. The total change amount for this item is a decrease of$3,630.00 12. Schedule E—Bid item E 1 —CenturyLink 4"Conduit. The unit cost for this Bid Item is unchanged.The quantity is decreased by 890LF. The new quantity is 21,710LF. The total change amount for this item is a decrease of$4,895.00 13. Schedule A—Bid Item C015-001 —Directional Boring"Conduit. 2 This is a new Bid Item.The quantity is established per this as 1Lump Sum. The new quantity is ILS. The total change amount for this item is an increase of$93,659.75 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by-.q 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 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Existing Change UNIT I ADD or ITEM NO ITEM I QtV I QTY I PRICE DELETE Chan a Item Total Directional Drilling Cost C015.001 Directional Boring 0 1 $93.659.75 ADD $93,659.75 Sub Total= $93,659.75 Open Cut Deducts A24 Sawcuttin 29.000 -1,860 $1.75 Delete X3,255.00 Structure Exc Cl B incl.Haul for Undergrounding of A35 Overhead Utilities 9,200 -379.7 $25.00 Delete -$9,492.50 A39 Controlled Density Fill 500 -191.36 $100.00 Delete -$19,136.00 A41 Temporary Pavement 1,000 -68.89 $135.00 Delete -$9,300.15 A42 HMA Cl ''/Z"PG 64-22 9,230 -260.6 $71.00 Delete -$18,502.60 A189 Pitrun Sand 2 260 -89.3 $41.00 Delete -$3,661.30 Provide and Install Conduit,4 A191 In. (city fiber 4") 13,300 1 -840 $8.00 Delete -$6,720.00 C2 Install Conduit 4 In. (Comcast) 15,400 -610 $5.50 Delete -$3,355.00 D1 Install Conduit 2 In. (PSE) 1,820 -360 $2.60 Delete -$936.00 D2 Install Conduit 3 In. (PSE) 4,110 -80 $5.00 Delete -$400.00 D3 Install Conduit 4 In. (PSE) 16,200 -660 $5.50 Delete -$3,630.00 Install Conduit 4 In. E1 Cen link) 22 600 -890 $5.50 Delete -$4,895.00 Sub Total= -$83,28; 55 Grand Totals Add= $93,659.75 Delete= -$83,283.55 Total Chane $10,376.20 TOTAL NET CONTRACT: INCREASE$10.376.20 DECREASE_ 3 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of'the standard specifications, the contract plans, and the special provisions governing the ttipes of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT X16,700,526.60 PREVIOUS CHANGE ORDERS ti 366,260.13 THIS CHANGE ORDER 10 376.20 NEW CONTRACT AMOUNT 4.17,417,62.93 CONTRACTOR'S SIGNATURE DATE 21/x, 81-2-8111 EJ VALSH,P.E., DATE DIRECTOR PUBLIC WORKS DEPARTMENT 4 Daniel Johnston From: Ed Schepp <edsc@grahamus.com> Sent: Tuesday, March 26, 2019 8:46 PM To: Daniel Johnston Cc: Seth Crites Subject: RE:SR99 HOV PHS:Change Order 12 JUT Directional Boring Attachments: CO 12 JUT Crossing Cost and Revenue Analysis.xlsx CO #12 SUBSEQUENTLY Daniel, RENUMBERED TO CO#15 1 have reviewed the previous proposals and the change order and noticed there were some errors and omissions.... 1. The intent from my perspective on the initial proposal was to establish a price for the LF of boring. 2. The Original proposal did not include two bores at 3481h.The PSE 2-4" on the East side and the City Fiber 2-4" on the West Side. Not sure why.... 3. The Original proposal did not include any consideration for potholing. As you are aware the potholing is Paid force account, but it was inadvertently omitted. Graham ended up paying out$43,400 in Vactor Truck for the borings.... 4. 1 recalculated the pricing for the bores in lieu of open-cut trenching and it is attached. 5. The additional boring of the PSE 3-3" (FWD 63), needs to be handled separately as it is a change to the contract. FWD 63 contemplates paying for the 3-3" at the change order bore length price,which is$15,000 (200 LF X $75.00/LF). 6. By paying the bore length price,the extra work sheet for bore pits and support would become incidental. 7. FWD 63 also considers paying FA for the additional tie in work associated with the PSE 3" Conduits,to-date Graham has not been paid for this additional work. I still need to research this and see what the impact is. 8. The KPG JUT Crossing Pay Items breakdown sheet does not include the 53+00 LT City Fiber 2-4" bore. 9. FWD 63 added extra work and time to the Contract,we can ask for the additional 3 days per this FWD or in Change Order 15. Please give me a call and we can discuss over the phone or meet up and hash it out. Thank you, Ed Ed Schepp Senior Project Manager C: 206 795 8149 CIRPLAHAM From: Daniel Johnston <danielj@kpg.com> Sent: Wednesday, March 13, 2019 2:52 PM To: Ed Schepp<edsc@grahamus.com>;John Mulkey<John.Mulkey@ cityoffederalway.com> Cc:Anna Schepp<annas@grahamus.com>;Jason Bottemiller<jasonbot@graham us.com>;Jason Medley <jasonm@grahamus.com>;Seth Crites<sethc@grahamus.com>;Thrall Hershberger<thrallh@grahamus.com>; Daniel Clark<daniel@kpg.com>; Kelly Clark<kellyc@kpg.com>; Matt North<matt@kpg.com>; Nelson Davis <Nelson@kpg.com> Subject:SR99 HOV PH5: Change Order 12 JUT Directional Boring External email. Please exercise caution. 1 Ed, See attached Change Order 12 for JUT Directional Boring with backup data.Two hardcopies have been mailed to Graham's Bellevue office. Please sign and return both copies or notify the City if Graham does not intend to sign by Wednesday March 27, 2019. - CO #12 SUBSEQUENTLY' RENUMBERED TO CO #1 Dan J Dan Johnston, PE, PMP Construction Services KPG I SEATTLE • TACOMA • WENATCHEE interdisciplinary Design 2507 Jeiierson Avenue Taconic, WA 98402 o 253 627 0720 c: 202.875 4840 www.kpg.com The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient, you are hereby notified that any review, retransmission, dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer. Thank You. 2 JUT Crossing Pay Items GRAHAM REVISED OPEN CUT TOTALS- PER 3/26/19 EMAIL OPEN-CUT TOTALS Bid Item Description Qty Unit Unit Price Amount 24 Sawcut 1860 SF $1.75 $3,255.00 35 Structure Exc 379.7 CY $25.00 $9,493.60 39 CDF Backfill 191.4 CY $100.00 $19,135.72 41 Temp HMA 68.9 TON $135.00 $9,300.00 42 HMA CL 1/2" 260.6 TON $71.001 $18,505.69 189 Pit Run Sand 89.3 CY $41.00 $3,661.92 SAND ADJUSTED FOR VOIDS PER TABLE BELOW 191 City Fiber 4" 840 LF $8.00 $6,720.00 C2 Comcast 4" 610 LF $5.50 $3,355.00 D1 PSE 2" 3601 LF $2.60 $936.00 D2 PSE 3" 80 LF $5.00 $400.00 $83,283.55 USED AS CO#15 DEDUCT AMOUNT - D3 PSE 4" 660 LF $5.50 $3,630.00 ACCOUNTING FOR BID ITEM E1 CenturyLink 4" 890 LF $5.50 $4,895.00 QUANTITY ROUNDING AS OPEN CUT TOTAL 1110 LF 1 $75.031 $83,287.93 REQUIRED PER WSDOT Pipe Volume deduct from Sand Qty Utility Qty I Pipe Dia Area (FT) Vol (CY) City Fiber 4" 840 LF 4 0.09 2,71 Comcast 4" 610 LF 4 0.09 1.97 PSE 2" 360 LF 2 0.02 0, - PSE 3" 80 LF 3 0.05 0.15 PSE 4" 660 LF 4 1.05 25.60 CenturyLink 890 LF 4 0.09 2.88 3440 33.601 March 20, 2017 John Mulkey, PE Street Systems Project Engineer City of Federal Way Public Works Department 33325 8th Avenue S Federal Way, WA 98003 Serial Letter No. W16051-035 Project: Pacific Highway South HOV Lanes Phase V Contract: RFB No 16-006 RE: Directional Drilling Proposal Dear Mr. Mulkey, Graham Contracting LTD (GCL), proposes a "No Cost Change Order"to directional drill the JUT Pacific Highway Crossings. Based on our analysis, the cost to perform the crossings using the open-cut method is equal to the directional drilling cost. GCL proposes a new bid item be established to pay for the directional drilling of 790LF at $80.00/ LF equaling$63,200.00, derived from the reduction in the bid items associated the JUT Crossings.The following table breaks down the costs associated with each of the bid items to perform the crossings. Unit Bid Item Description Qty Unit Price Amount 24 Sawcut 1220 SF $1.75 , $2,135.00 35 Structure Exc 311.7 CY $25.00 $7,792.50 39 CDF Backfill 158 CY $100.00 $15,800.00 41 Temp HMA 45.2 TON $135.00 $6,102.00 42 HMA CL 1/2" 186.8 TON $71.00 $13,262.80 189 Pit Run Sand 102.1 CY $41.00 $4,186.10 191 City Fiber 4" 360 LF $8.00 ^ $2,880.00 C2 Comcast 4" 610 LF $5.50 $3,355.00 D1 PSE 2" 360 LF $2.60 Q $936.00 D2 PSE 3" 80 LF $5.00 $400.00 D3 PSE 4" 260 LF $5.50 ! $1,430.00 CenturyLink E1 4" 890 1 LF $5.50 $4,895.00 OPEN CUT TOTAL 1 $63,174.40 The following breakdown details the costs associated with directional drilling the JUT crossings in lieu of the open-cut method. The cost is virtually the same. DIRECTIONAL DRILLING COST Bore # STATION Length Unit Unit Price Wiseman 1 37+101-4" 90 LF $4_5.00 $4,050.00 2 49+10 1st Shot 1-2"/2-4" 90 ? LF $70.00 $6,300.00 3 49+10 2nd Shot 3-4" 90 ( LF $70.00 $6,300.00 6 56+701-2"/4-4" 90 LF $75.00 $6,750.00 7 61+10 2-4" 80 LF $55.00 $4,400.00 8 64+301-3"/2-4" 80 LF $55.00 $4,400.00 14 70+30 1-2"/3-4" 1st Shot 90 LF $70.00 $6,300.00 15 70+30 4-4"2nd Shot 90 LF $70.00 $6,300.00 16 74+601-2"/3-4" 90 LF $70.001 $6,300.00 SUBTOTAL BORING 790 $64.68 $51,100.00 Excavate & Backfill Bore Pits 100 CY $25.00 $2,500.00 Procure City Fiber 4" Conduit 360 LF $4.00 $1,440.00 Amaya Tie In 9 ea $300.00 $2,700.00 SUBTOTAL OTHER ITEMS 1 $57,740.00 SUB MARKUP 10% % $55,240.00 $5,524.00 TOTAL 790 LF $80.08 $63,264.00 There are additional cost savings in the traffic control bid items that were not incorporated into the analysis, however, the reduction in traffic impacts and subsequent savings will be realized by the City of Federal Way. Bid I I Unit Item Description Qty Unit Price Amount 13 Flagger 210 HR $51.00 $10,710.00 Traffic Control 14 Labor 210 HR $58.00 $12,180.00 17 Arrow Board 420 HR $2.00 $840.00 TOTAL $23,730.00 LGLRAH" We look forward to discussing this proposal at the earliest convenience as this work is on the critical path. If you have any questions, please call. Regards, Edward Schepp Senior Project Manager Graham Contracting, LTD WITH REVISED CORRECTION FOR PIT RUN SAND 3/14/2019 March 20, 2017 John Mulkey, PE Street Systems Project Engineer City of Federal Way Public Works Department 33325 8th Avenue S Federal Way, WA 98003 Serial Letter No. W16051-035 Project: Pacific Highway South HOV Lanes Phase V Contract: RFB No 16-006 RE: Directional Drilling Proposal Dear Mr. Mulkey, Graham Contracting LTD (GCL), proposes a "No Cost Change Order" to directional drill the JUT Pacific Highway Crossings. Based on our analysis, the cost to perform the crossings using the open-cut method is equal to the directional drilling cost. GCL proposes a new bid item be established to pay for the directional drilling of 790LF at $80.00/ LF equaling$63,200.00, derived from the reduction in the bid items associated the JUT Crossings.The following table breaks down the costs associated with each of the bid items to perform the crossings. Unit Bid Item Description Qty Unit Price Amount 24 Sawcut 1220 SF $1.75 $2,135.00 35 Structure Exc 311.7 CY $25.00 $7,792.50 39 CDF Backfill 158 CY $100.00 $15,800.00 41 Temp HMA 45.2 TON $135.00 $6,102.00 CORRECTED VALUE FOR PIT 42 HMA CL 1/2" 186.8 TON $71.00 $13,262.80 RUN SAND ACCOUNTING FOR CONDUIT VOIDS: 189 Pit Run Sand 1G2,1-, CY $41.00 -$4;486:1-& 83.3CY @ $41.00/CY= $3,415.30 191 City Fiber 4" 360 LF $8.00 $2,880.00 C2 Comcast 4" 610 LF $5.50 $3,355.00 D1 PSE 2" 360 LF $2.60 $936.00 D2 PSE 3" 80 LF $5.00 $400.00 D3 PSE 4" 260 LF $5.50 $1,430.00 CenturyLink E1 4" 890 LF $5.50 $4,895.00 CORRECTED OPEN CUT TOTAL: OPEN CUT TOTAL 1 �G3 3-74,4{} $62,403.60 c rn N m 0 O0 � gi N m 00 Re W u 0 iD 0 co 000 � D W dY 00 C:, v E �CIla r N 0 0 0 0 0 N CL P4 Mo O o 0 0 0 0 0 0 0 o rn (3) (n00 00 (A 0 r+ m J F^ I u Q _ o em u 0 0 C7 0 0 0 0 0 0 0 b 0) 01 01 N 01 00 00 01 0) 0) .0 ` � 3 0 m tA 41 L a t CL _ N IA > a t to a0 \ \ N - N M - Rt 41 � V1 ei rl N � e-I 0 0 0 = 0 0 0 m M 0 t 1� O) 01 m %0 .4 IT O O do m -e �e ICLLn JtD w N N u N 00 IM a 4 or43m NNde tinalloo cn O cn cn N O I� N 00 Ol O II O 'I O O Cl If II I! N r► N Uf N N ri N F do Q civ civ L ` a Q a a � c' .BL — 83A03 NIN .9£ o 2 u iv rn -tzr io L dAl J ; C W � „9 N t i W � 3 SllnaNOD 2 • • r '�IY'iCl� } o �,..!. 44C o a cV4C az 7 C V I. sllnaNOO SNOB 3sd � C a 0 F= LLJ c N Q NNYS llnaN00 F C V CALCULATION SHEET Job No. -_ _ _ _ Sheet I of 3 Subject By Date ._— Reference Chkd Date AREA= 1.167' * 0.667' = 0.778SF 4 It CONDUIT AREA = 0.087SF i Z z' VOLUME = (0.778SF–0.087SF) * 90LF = 62.19CF = 2.30CY tt 10 AREA= 2.333' * 2.167' = 5.056SF CONDUIT AREA = 0.087SF * 5 +0.022SF = 0.457SF VOLUME _ (5.056–0.457SF) * 90LF = 413.91CF = 15.33CY Zt ►xt Zhu P4� �i.ur� 3k��'1 �,��• L` AREA= 1.167' * 1.167' = 1.361SF O 0 l u 4" �` �H CONDUIT AREA = 0.087SF * 2 = 0.174SF VOLUME = (1.361SF –0.174SF) * 20OLF = 237.40CF = 8.79CY y ....J.., ti��I� CALCULATION SHEET Job h .�. Subject_ _ __.. —__._ _ By _— _ - - - — Date Reference Chkd _ Date S64- 7D AREA = 2.333' * 2.167- = 5.056SF z CONDUIT AREA = 0.087SF * 5 +0.022SF = 0.457SF z � VOLUME = (5.056SF—0.457SF) * 90LF = 413.91CF = 15.33CY -� t. .. 2- �I fi�a AREA = 1.167' * 1.167' = 1.361SF (� Q T'll tiu'" CONDUIT AREA = 0.087SF * 2 = 0.174SF VOLUME _ (1.361SF —0.174SF) * 80LF = 94.96CF = 3.52CY I Zy � 41 LSI i-3o AREA = 2.417' * 1.167' = 2.819SF CONDUIT AREA = 0.087SF * 2 + 0.049SF = 0.223SF VOLUME = (2.819SF —0.223SF) * 80LF = 207.68CF = 7.69CY Z 3 fZ 'l ZH Z 2`1�� CALCULATION SHEET Job No. _ Sheet 3 of -3 Subject _ __-_ By Date _ Reference _ Chkd Date 70 30 AREA = 2.833' * 2.167' = 6.139SF z CONDUIT AREA= 0.087SF * 7 +0.022SF = 0.631SF VOLUME _ (6.139SF—0.631SF) * 90LF =495.72CF = 18.36CY 2-2 Z `I 12 z y z r r AREA = 2.333' * 1.667' = 3.889SF Z CONDUIT AREA = 0.087SF * 3 + 0.022 = 0.283SF —� VOLUME = (3.889SF —0.283SF) * 90 LF = 324.54CF = 12.02CY zz iz � Zti Z 2g� TOTAL A189 PIT RUN SAND VOLUME MINUS CONDUIT VOIDS: 83.3CY (GRAU4" August 22, 2018 John Mulkey, PE Street Systems Project Engineer City of Federal Way Public Works Department 33325 8th Avenue 5 Federal Way, WA 98003 Serial Letter No. W16051-190 Project: Pacific Highway South HOV Lanes Phase V Contract: RFB No 16-006 RE: Directional Drilling Proposal Rev 2.0 Dear Mr. Mulkey, Graham Contracting LTD (GCL), has amended the previously submitted proposal as requested by the City of Federal Way. Based on our analysis, the cost to perform the crossings using the open-cut method is equal to the directional drilling cost, however, there were bores added to the initial amount and additional costs incurred by Graham to support these bores. GCL proposes anew bid item be established.to pay for the directional drilling of 1300 LF at $80.87/ LF equaling$105,131.00, derived from the reduction in the bid items associated the JUT Crossings. The following table breaks down the costs associated with each of the bid items to perform the crossings. Unit Bid Item Description Qty Unit Price Amount 24 Sawcut 2260 SF $1.75 $3,955.00 35 Structure Exc 684.3 CY $25.00 $17,106.80 39 CDF Backfill 158.7 CY $100.00 $15,870.11 41 Temp HMA 83.7 TON $135.00 $11,300.00 42 HMA CL 1/2" 347.4 TON $71.00 $24,665.45 189 Pit Run Sand 207.4 CY $41.00 $8,504.85 191 City Fiber 4" 360 LF $8.00 $2,880.00 C2 Comcast 4" 610 J LF $5.50 j $3,355.00 D1 PSE 2" 360 LF $2.60 $936.00 D2 PSE 3" 680 LF $5.00 $3,400.00 D3 PSE 4" 260 LF $5.50 $1,430.00 E1 CenturyLink 4" 890 LF $5.50 $4,895.00 0PEN CUT TOTAL 1 $98,298.22 (GRAHAM The following breakdown details the costs associated with directional drilling the JUT crossings in lieu of the open-cut method. The cost is virtually the same. DIRECTIONAL DRILLING COST Bore # STATION Length Unit Unit Price Wiseman 1 37+101-4" 90 LF $45.00 $4,050.00 2 49+101st Shot 1-2"/2-4" 90 LF $70.00 $6,300.00 3 49+10 2nd Shot 3-4" 90 LF $70.00 $6,300.00 4 53+00 RT 2-4" PSE 190 LF $46.32 $8,800.00 5 56+701-2"/4-4" 90 LF $75.00 $6,750.00 6 61+10 2-4" 80 LF $55.00 $4,400.00 7 64+301-3"/2-4" 80 LF $55.00 $4,400.00 8 70+301-2"/3-4" 1st Shot 90 LF $70.00 $6,300.00 9 70+30 4-4" 2nd Shot 90 LF $70.00 $6,300.00 10 74+601-2"/3-4" 90 LF $70.00 $6,300.00 11 53+00 RT 3-3" PSE 200 LF $27.25 $5,449.20 15 53+00 LT 120 LF $70.00 $8,400.00 SUBTOTAL BORING 1300 $56.73 $73,749.20 Amaya Procure 4" Conduit 360 LF $4.00 $1,440.00 Amaya Tie In 10 ea $300.00 $3,000.00 Wiseman Potholing 6 days $1,400.00 $8,400.00 SUBTOTAL OTHER ITEMS $12,840.00 SUB MARKUP 10% % $86,589.20 $8,658.92 SUBTOTAL SUBCONTRACTOR 1300 LF $73.27 $95,248.12 Excavate& Backfill Bore Pits 100 CY $25.00 $2,500.00 _ ------------- Graham Actual Cost for Added Bores 11 LS $7,391.36 SUBTOTAL GRAHAM $9,891.36 GRAND TOTAL $1051139.48 The boring costs would have been equal to the open cut, but for the added costs ($7,391.36 see attached extra work sheet) associated with the supporting the added bores. ORA"" There are additional cost savings in the traffic control bid items that were not incorporated into the analysis, however, the reduction in traffic impacts and subsequent savings will be realized by the City of Federal Way. Bid ' Unit Item Description Qty Unit Price Amount �_113 Flagger _ 210 HR $51.00 $10,710.00 Traffic Control 14 Labor 210 HR $58.00 $12,180.00 17 Arrow Board 420 HR $2.00 I $840.00 TOTAL $23,730.00 We look forward to discussing this proposal at the earliest convenience as this work is on the critical path. If you have any questions, please call. Regards, Edward Schepp Senior Project Manager Graham Contracting, LTD Ln 00 m m Ln a Ln N m a N �p z m rn o m m r V 10 m m h1 N 0 N w O Z Ofd O cl n p Cl)q � N M N I 0 Ln M N N a Q ri 4 a ri ri n1 ri r, p 0 W W --4 0 0 W W W N V VV V! V1 V} in -Ln V} to LF in 1/? 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K M l0 d W Q d J d O Q W Ln Ln O N O N Z D: Ln v ? o o G ,4 m 0 m a Ln 0 �° Oa a 3 m u o z E u p .in I'mi m Q Y J O 2 \ 3 o v' > u m x 2 a W do m` 3 Lon u 10CIPCOW Field Work Directive FWD 63 Pacific Highway S HOV Lanes Phase Contract Name: V PW: AG-16-115 Contractor: Graham Contracting KPG #: 16044 IPS, IP8, & IP10 Locations Subject: STA 54+11 Date: ; 4/28/2017 Scope: After the contractor potholed for proposed intercept points 8, 9, & 10 it was discovered that the existing PSE duct bank was 600KVA and encased in concrete. It was deemed unsafe to intercept at these locations, therefore; the decision was made to relocate intercept points 8, 9, & 10, IP8 will shifted north=STA 54+45 to intercept existing power. (See attached sketch for approximate location) I129 will be deleted. Bore across S. 3481h St. with 2-4" &3-3"conduit to bore reception pit at the NE comer of S. 348th St. and Pac Hwy. (See attached sketch for approximate location) m IP10 will be shifted east in the walkway to intercept power. (See attached sketch for approximate location) Measurement and Payment: Measurement and payment for boring the 3" &4"conduits will be paid for via Linear Footage as specified in forthcoming Change Order for Boring: - COX.001 Conduit Boring LF Measurement and payment for installing 3"conduit from bore reception pit to JUT mainline shall tracked via Force Account(Time& Materials) under bid item: - D13 Unexpected Site Changes Measurement and payment for installing 4"conduitshall be per unit bid items: D3 Install Conduit 4 In. Attachment(s): - PSE Sheet 11 mark up Owner Apprpual: KPG, Inc. -Signature Date Ken Gunther, Resident Engineer : BY .amity of Federal Way- S1 nature Date John Mulkey Contractor Acknowledgement: By: Graham Contracting Date Dan Zimmerman, Project Manager Graham is in disagreement with the method of Measurement and/or Payment of this Field Work Directive. Graham specifically reserves all of its rights and defenses under the Contract, regardless of whether stated herein, and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. ❑ Yes ❑ No THIS FIELD WORK DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE.LABOR, EQUIPMENT,AND/OR MATERIAL OUTLINED IN THIS FIELD WORK DIRECTIVE SHALL BE PAID BY BID ITEM(S)OR A CHANGE ORDER SHALL BE DEVELOPED FOR TIME EXTENSION OR CONTRACT PRICE INCREASES. ANY PROTESTTO THE FIELD WORK DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT.STANDARD SPECIFICATIONS. ! IA A f p f co r r aC I ` _ 7 T SA ig ul A N i y i "C E�E W el a t1ly Vv w IL • L 'S � O I. . . Y f✓ a� a� LU .e I 7 n O Ol3C)Vd 339 :qNI-lH') I `dA h SR99 HOV PH5:Added PSE Trench Across 348t St Three 3"PSE Conduits: Open-cut Trenching Cost with Temp & Perm HMA Bid Item Description QTY I Unit Unit Cost Total Cost A24 Sawcutting 280.0 SF $1.75 $490.00 A35 Structure Excavation 53.5 CY $25.00 $1,337.50 A39 Controlled Density Fill 16.67 CY $100.00 $1,667.00 A41 Temp HMA 1 12.40 TN $135.00 $1,674.00 A42 HMA CL 1/2" PG 64-22 24.8 TN $71.00 $1,760.80 A189 Pitrun Sand 10.91 CY $41.00 $446.90 D2 PSE 3" Conduit 600.01, LF $5.00 $3,000.00 TOTAL COST $10,376.20 SR99 HOV PHS: Change Order for Added PSE Conduit per FWD 063 uantit Take-off by Trench Cross Section & Length Assumptions Surface Removal/Replacement Area: 3.50' width at surface x 1.0' asphalt depth = 3.00SF (Asphalt removal width assumes 1.0' past each side of 1.5'trench per CoFW trench restoration detail and 1.0' depth. Area under landscaping&sidewalk using same conservative assumptions for simplicity) Trench Bedding Zone Area: (1.08' depth * 1.50' width)—(0.049SF void per 3" conduit x 3 conduits)= 1.62SF—0.15SF= 1.47SF Assumes 3"conduits laid flat with 4" bedding, 6" cover and 18" bucket Trench Backfill Area -CDF per City of Federal Way Std Detail 3-28: 1.50' depth * 1.50' width= 2.25SF TRENCH LENGTH TOTAL: 200LF as conservatively scaled per FWD 63 TRENCH LENGTH IN ROAD: 140LF as scaled per FWD 63 Bid Quantities for Cost Estimate A24 Sawcutting: 12" avg HMA depth x 140LF in road x 2 sides=280SF A35 Structure Ex: (3.50SF surface+ 1.47SF bedding+2.25SF backfill zone) * 200LF= 1,444CF=53.5CY A39 Controlled Density Fill: 2.255F backfill area * 200LF=450CF= 16.67CY A41 Temp HMA:3.50' wide x 0.33' deep x 140LF in road= 163.33CF= 6.05CY at 2.05TN/CY= 12.40TN A42 HMA CL%": 3.50' wide x 0.67' deep x 140LF in road =326.67CF= 12.10CY at 2.05TN/CY=24.8TN A189 Pit Run Sand for pipe bedding (excluding voids): 1.475F x 200LF=294CF= 10.9CY D2 PSE 3"Conduit: 3 conduits 200LF each=600LF ]ECIPC14 CALCULATION SHEET Job No.-.- _ ....._ ._.. Sheet of Subject _ By Date 7 Reference Chkd Date 12 BENCH REQ'D PER CoFW STANDARD DETAIL 3-28 e cF L MA I UHLINt SEE PAGE 10 o .> 90 irn 4 f I f-Tk 0 oa -1) G7 � I ir. ro ji �y — i \ ..e, a ��11 rte. i ZP 1etino% ���� r I + � •, 1 N r 1 i I VIm CP II I RETURN TO: PW ADMIN EXT: 2700 ID#: 3j CI a_ CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP TYPE OF DOCUMENT(CHECK ONE): o CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) o PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT o PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT o GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT o SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE o RESOLUTION CONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL o OTHER CHANGE ORDER#111 PROJECT NAME:PACIFIC HWY S HOV LANES PHASE V(5 340TH ST TO S 359TH ST) i. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET,SUITE 120,BELLEVUE,WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS:o SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 '. TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) L TOTAL COMPENSATION:$113,109.39 THIS C.O.1$17,d 6/T 473_T 'I?AL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: o YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: o YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR o CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 /. DOCUMENT/CONTRACT REVIEW INITIAV DATE REVI W D INITIAL/DATE APPROVED :PROJECT MANAGER 2 41,1 3�711 o DIVISION MANAGER X'DEPUTY DIRECTOR ( `GI DIRECTOR (IN '1 l ❑ RISK MANAGEMENT (IF APPLICABLE) 69. LAW DEPT �Y lotto f 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING ENTTO VENDOR/CONTRACTOR DATE SENT: ill /11 DATE REC'D: /ft o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS o CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED � �� r�F TIFPA RTr.r�T�rr �1 V � &SIIGGNNATOR(M.AYOR OR DIRECTOR) o CITY CLERK &WM (ASSIGNED AG# AG# ' ► V SIGNED COPY RETURNED DATE SENT: o RETURN ONE ORIGINAL ;OMMENTS: XECUTE"2"ORIGINALS. 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 14 March 19, 2019 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340th Street to S 359th Street) Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses time related to bid item work issued per Field Work Directive (FWD) excluding force accounts. FWDs requiring force account work which affected critical path activities, based on Contractor's last approved Baseline Schedule, have been addressed with Change Orders #06 for Pay Estimates 1 thru 16 and CO #13 for Pay Estimates 17 through Project completion. This Change Order covers bid item time for all FWDs throughout the course of the Project (001 through 214 as currently issued). This Change Order is being issued in conjunction with Change Order #13. The Contractor is only entitled to additional Contract time to the extent such work affected the critical path as set forth in the approved Schedule. Analysis of FWD bid item activity yields 25.0 days to be added to Contract time as shown on the attached CO#14 FWD log. This time was compiled for all activities that were on the Project schedule's critical path as determined by predecessor/successor relationships for completed activities on the approved Schedule. While time for CO#13 force account work was based directly on hours submitted for each applicable FA log,bid item work time additions required analysis of each critical path activity to determine time required to complete based on industry standard practices. Time granted(or subtracted for FWDs reducing bid item quantities), was rounded up to the nearest quarter, half or full day increment. Complicated activities involving several work features and/or subcontractors were assessed multiple days. As Working Days are rounded up to the nearest half, the total added time per this Change Order is 25.0 days. As a result, the liquidated damages currently assessed will be reduced by 25.0 days upon execution of this Change Order by the Contractor. Prior to this change and with execution of Change Order#13,the performance period was 486.0 days (350 per contract+48.5 per C.O. #06 + 13.0 for CO #10 IUOE 302 Strike+74.5 for CO#13 Force Account Time).Including time per this Change Order,the adjusted Contract time upon execution of this Change Order by Contractor is 511.0 days (486.0+25.0). Additionally, time-dependent lump sum bid items are adjusted to add these associated working days and extend their total cost(or portions of their cost related to time for bid items that also include one-time startup costs)by a ratio of 25.0/350 as shown on the tabular breakdown below.Also,bid item A95 ESC Lead based on days will have 25.0 days added to its total as will a new bid item addressing Contractor's time-related overhead (TRO). The calculated daily overhead rate is based on independent analysis of the Contractor's space, equipment, salaries and consumables which account for operating costs extended by added FWD III time that are not attributed to payable quantities. See attached sheet detailing expenses arriving at the $3,535.09 figure applied for TRO. 1 BI# Description Bid Qty Unit Unit Price Bid Total LSB Payment Cost Added cost Est Initial Per Day Per WD For 25 days A10 Field Office 1 LS $50,000.00 $50,000.00 $20,000.00 $30,000.00 $85.71 $2,142.86 Building Al2 Traffic Control 1 LS $200,000.00 $200,000.00 $0.00 $200,000.00 $571.43 $14,285.71 Supervisor A15 Other Temp 1 LS $100,000.00 $100,000.00 $10,000.00 $90,000.00 $257.14 $6,428.57 Traffic Control A95 ESC Lead 350 DAY $75.00 $26,250.00 N/A N/A $75.00 $1,875.00 C014-001 Time related N/A DAY $3,535.09 N/A N/A N/A $3,535.09 $88,377.25 Overhead(TRO) The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 25.0 Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Unless Change Order#13 and Change Order #14 are fully executed without reservation by Contractor, this Change Order is offered without waiver of the City's rights,positions,and defenses. Will this change affect expiration or extent of Insurance coverage? ❑Yes ®No If"Yes"Will the Policies Be Extended? ❑Yes ❑No TOTAL NET CON 1"RACT: INCREASE$ 113,109.39 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM Existing Change UNIT PRICE ADD or NO ITEM QTY Quantity Change DELETE Change Item Total Lump Sum Additions A10 Field Office Building 1 0 $2,700.00 ADD $2,142.86 A 12 Traffic Control Supervisor 1 0 $18,000.00 ADD $14,285.71 Other Temporary traffic A15 Control 1 0 $8,100.00 ADD $6,428.57 Unit Quantity Increases ITEM Existing Change NO ITEM QTY Quantity Unit Price A95 ESC Lead 350 25.0 $75.00 ADD $1,875.00 Extended Overhead per CO14-001 TRO 0 25.0 $3,535.09 ADD $88,377.25 Add= $113,109.39 Delete= ' 0 Total Change $113,109.39 2 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 16,700,526.60 PREVIOUS CHANGE ORDERS $ 193,150.74 THIS CHANGE ORDER $ 113,109.39 NEW CONTRACT AMOUNT $ 17,006,786.73 CONTRACTOR'S SIGNATURE DATE L117_011 EJ ALSH,P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 3 w E ar ar v0 v cu ,o -1 a, 2 0 o io Y p U _O O N ar O ar V' -6 a = ,C a7 Q. 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N o d c m n o a)L c 1- Q U U= m - E . . . _a_ 0 , .,---1 .2 , w rnO -' t `o EO1-d - o , '� ES ES 1-t cmi U'`c'`czO o° m = 60 ..2- 00) =0- 6.0.0.. 0 ,,, 6 = m = .3 .=,0 „, 1- 1- 1- a .012 _ p -m O ma o)m o- aE) m OE)m °: m O 20- 2- m208 0 `y m o ami o =' 2 Nm E)LS20 21-1-1- m mo °6 c1-¢ HaEHa~ E T3000 VU t L m ,= 2— C1..% i a T O c V _ m C CU -o-o a 1- L H E m a) m m a.o o a E U c Y E m O m m m , Q O m d o a) m a) a) is 1- O E cl= a) O ' o2aaWuL1-WJ 001- mmce m0O U 2a o d En wmac E',o — Pia RETURN TO: PW ADMIN EXT: 2700 ID#: 3 1 1 C CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY ExT:2722 3. DATE REQ.BY:ASAP $. TYPE OF DOCUMENT(CHECK ONE): o CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) o PUBLIC WORKS CONTRACT o SMALL OR LIMITED PUBLIC WORKS CONTRACT o PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT o GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT o SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE 0 RESOLUTION CONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL o OTHER CHANGE ORDER#1,3 PROJECT NAME:PACIFIC HWY S HOV LANES PHASE V(S 340TH ST TO S 359TH ST) NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET,SUITE 120,BELLEVUE,WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE i. EXHIBITS AND ATTACHMENTS: o SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 '. TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) i. TOTAL COMPENSATION:$73,701.78 THIS C.O./$1 �i ,j,I1( TOTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 1. DOCUMENT/CONTRACT REVIEW INITIAL/PATE REVIEW D INITIAL/DATE APPROVED t7 PROJECT MANAGER y 3 (7 REVIEWED o DIVISION MANAGER S DEPUTY DIRECTOR /-J "-;11,-141 - (1 "I1 C/ DIRECTOR r1t I l o RISK MANAGEMENT (IF APPLICABLE) y� In LAW DEPT PYIAI �I r(/) 0. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING )SENT TO VENDOR/CONTRACTOR DATE SENT: 2 / Jq ) � 9 DATE REC'D: Vini- o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS o CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED ENT SIGNATORY IR n ) 2 i ��ITY CLERK 4t 11 ASSIGNED AG# AG# —116 MJ n IGNED COPY RETURNED DATE SENT: q. o�q,1.1 74 o RETURN ONE ORIGINAL ;OMMENTS: XECUTE"2"ORIGINALS. 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 13 March 19, 2019 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340th Street to S 359th Street) Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses force accounts issued via Field Work Directive(FWD)that have been paid to date which are over the bid item value and affect the critical path per approved schedule from Pay Estimate #17 through Project completion. Additional Time related to force accounts paid in Pay Estimates #01 through #16 were included in Change Order#06. Additional time associated with added Work documented in this Change Order is reflected on the attached spreadsheet.The total hour tally for each day on each force account activity pertaining to the Project schedule's critical path is equal to either the longest single duration of individual man hours OR the charged working day total as recorded on the Weekly Statement of Working Days for the applicable date— whichever is met first. This Change Order is being issued in conjunction with Change Order#15,which covers bid item time for all FWDs through the course of the Project (001 through 214 as currently issued)' The Contractor is only entitled to additional Contract time to the extent such work affected the critical path as set forth in the approved Schedule. The previous analysis with Change Order 06 included a summary of force account dollars spent as they compared to original bid item estimates. Time spent up to the bid item value was not added to the Contract per CO#06 as this time was already budgeted in the base Contract. For instance, all labor hours accrued for A209 for Unexpected Site Changes were considered Base Contract until A209's total reached $20,000. All labor hours applied to A209 past that point for critical path activities were credited on CO#06. However since most of the applicable force account bid item values had been exceeded by Pay Estimate#16 which CO#06 covered, that analysis is no longer necessary. The only exception to the above is B056 for "Unexpected Site Changes — Lakehaven"which only had an estimated 3.5 hours left in its original budget after CO#06. Thus for simplicity, all force account time pertaining to critical path activity per this analysis will be credited on this Change Order and added to the Contract. As Working Days are rounded up to the nearest half,the total added Contract time per this Change Order is 74.5 days. As a result,the liquidated damages currently assessed will be reduced by 74.5 days upon execution of this Change Order by the Contractor. Prior to this change,the performance period was 411.5 days(350 per contract +48.5 per C.O. #06 + 13.0 for CO #10 IUOE 302 Strike). Including time per this Change Order, the adjusted Contract time upon execution of this Change Order by Contractor is 486.0 days(411.5 +74.5). Additionally, bid items that are time-dependent are adjusted to add these associated working days and extend their total costs (or portions of their costs related to time for bid items that also include one-time startup costs) by a ratio of 74.5/350. Bid item cost adjustments based on added time are depicted on the table below. For example, the A10 Field Office added cost is $30,000 (per day portion only) x 74.5/350= $6,385.71. Also, the ESC lead bid item based on days will have 74.5 days added to its total as also shown on the following table and updated bid schedule. As the same rationale is applied,the costs per workday in the table below are identical to those in CO#06. The Bid Schedule update on the following page also includes costs previously added per CO #06. 1 814 Description Bid Qty Unit Unit Price Total 1.513 Payment Cost Added cost Est Initial Per Day Per WD For 74.5 Days Field Office A10 Building 1 LS $50,000.00 $50,000.00 $20,000.00 $30,000.00 $85.71 $6,385.71 Al2 Traffic Control 1 LS $200,000.00 $200,000.00 $0.00 $200,000.00 $571.43 $42,571.43 Supervisor A15 Other Temp 1 LS $100,000.00 $100,000.00 $10,000.00 $90,000.00 $257.14 $19,157.14 Traffic Control A95 ESC Lead 350 DAY $75.00 $26,250.00 N/A N/A $75.00 $5,587.50 Time provided for completion of this Contract is ❑ Unchanged® Increased ❑ Decreased by 74.5 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. Unless Change Order#13 and Change Order#14 are fully executed without reservation by Contractor, this Change Order is offered without waiver of the City's rights, positions,and defenses. Will this change affect expiration or extent of Insurance coverage? ❑Yes ®No If"Yes"Will the Policies Be Extended? ❑Yes ❑No Changes to the Bid Schedule—Pacific Highway S HOV Lanes Phase V I.) Schedule A—Existing Bid Item A10—Field Office Building. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$6,385.71. The new Lump Sum Bid Item Bid Amount is$60,542.85. The total change amount for this item is an increase of$6,385.71 2.) Schedule A—Existing Bid Item A 12—Traffic Control Supervisor. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$42,571.43. The new Lump Sum Bid Item Bid Amount is$270,285.72. The total change amount for this item is an increase of$42,571.43 3.) Schedule A—Existing Bid Item A 15—Other Temporary Traffic Control. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by$19,157.14. The new Lump Sum Bid Item Bid Amount is$131,574.57. The total change amount for this item is an increase of$19,157.14 4.) Schedule A—Existing Bid Item A95—ESC Lead. The unit cost for this Bid item is unchanged. The quantity is increased by 74.5 Days. The new quantity is 473.0 Days(note that the 13.0 days per CO#10 IUOE 302 strike does not apply to this total). The total change amount for this item is an increase of$5,587.50 TOTAL NET CONTRACT: INCREASE$ $73,701.78 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM Existing Change UNIT PRICE ADD or NO ITEM QTY Quantity Change DELETE Change Item Total Lump Sum Additions A10 Field Office Building 1 0 $6,385.71 ADD $6,385.71 Al2 Traffic Control Supervisor 1 0 $42,571.43 ADD $42,571.43 2 Other Temporary traffic A15 Control 1 0 $19,157.14 ADD $19,157.14 Unit Quantity Increases ITEM Existing Change ADD or NO ITEM QTY Quantity Unit Price DELETE Change Item Total A95 ESC Lead 398.5 74.5 $75.00 ADD $5,587.50 Add= $73,701.78 Delete= 0 Total Change $73,701.78 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of or relating in any way to, the Work identified, to be performed,or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 16,700.526.60 PREVIOUS CHANGE ORDERS $ 119,448.96 THIS CHANGE ORDER $ 73.701.78 NEW CONTRACT AMOUNT $ 16.893.677.34 CONTRACTOR'S SIGNATURE DATE EJALSH,P.E. 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LL Z o b b 10 0 o tt0 a RETURN TO: PW ADMIN EXT: 2700 ID#: 2 Q� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS ORIGINATING STAFF PERSON:JOHN MULKEY EXT:2722 3. DATE REQ.BY:ASAP I. TYPE OF DOCUMENT(CHECK ONE): o CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) o PUBLIC WORKS CONTRACT 0 SMALL OR LIMITED PUBLIC WORKS CONTRACT o PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT o GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE ❑ RESOLUTION )ofiCONTRACT AMENDMENT(AG#):16-115 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER#12. G. PROJECT NAME:PACIFIC HWY S HOV LANES PHASE V(S 340TH ST TO S 359T"ST) ;. NAME OF CONTRACTOR:GRAHAM CONTRACTING LTD. ADDRESS: 13555 SE 36TH STREET,SUITE 120,BELLEVUE,WA 98006 TELEPHONE(425)691-3591 E-MAIL: FAX: SIGNATURE NAME:GREG RITKE TITLE:GM US INFRASTRUCTURE r. EXHIBITS AND ATTACHMENTS:o SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#08100723 BL,EXP. 12/31/19 UBI# 601409487 ,EXP.08/31/19 '. TERM: COMMENCEMENT DATE:AUGUST 25, 2016 COMPLETION DATE:UPON COMPLETION(411.5 WD) 1. TOTAL COMPENSATION:$8,316.00 THIS C.O./$1 t. Nig( TOTAL (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: o CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: o RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To:306-4400-165-595-30-650 I. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED t PROJECT MANAGER - 2L1 i,-/Ls-1(e• ❑ DIVISION MANAGER ✓-...111111311 Bi DEPUTY DIRECTOR . c DIRECTOR o RISK MANAGEMENT (IF APPLICABLE) � 2.LAW DEPT at I I( war 0. COUNCIL APPROVAL([F APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING SENT TO VENDOR/CONTRACTOR DATE SENT: . /111'1 f IILI xC' DATE REC'D: o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS o CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE-IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED _16;1'. T .W Dcn — f)_ IGNATORY(MA 8 ..DIRECTOR) aC 3 t29�( ❑ CITY CLERK 6� 7j I t' 1 KAss[GNED AG# AG# Cci..tk5 L SIGNED COPY RETURNED DATE SENT: i"t•t ❑RETURN ONE ORIGINAL ;OMMENTS: 'EXECUTE"2"ORIGINALS. 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-0099(126) 12 December 20.,2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: As required by federal law documented in the Americans with Disabilities Act (ADA) and the United States Access Board's Public Rights of Way Accessibility Guidelines (PROWAG), the City of Federal Way(City)is issuing this change to add anti-skid coating to all modular wetland unit (MWU) lids within the 48"pedestrian access route (PAR) along the entire Phase 5 corridor. A total of 12 lids will require this application as seen on Storm Drainage Plan sheets 127-145. The City is in receipt of Graham Serial Letters 203,222 and 232 and understands Graham's position that this is an added cost. The City agrees there is an added cost,but only for the application of the anti-skid coating at the time of manufacture,as the requirement is not explicitly called out as a requirement in Section 7-22 of the Special Provisions for MWUs, but was noted as a requirement on the material submittals prior to manufacture of the lids. The City maintains that all structures within the sidewalk are clearly part of the PAR to which anti-slip requirements apply—common knowledge in the roadway construction industry and knowledge that Graham has demonstrated on other occasions. Graham also chose to inform the City that they considered this application to be a new requirement too late in the season to utilize their field-applied product per approved RAM 171 despite having been first informed in January of 2017 that the MWUs in the PAR require non-skid surfacing. The City understands that current seasonal temperatures in this region prohibit use of roller-applied products in the field and that a factory application is now required.The City is willing to compensate Graham for this indoor application and any applicable subcontractor markups for its chosen and approved supplier. However, as stated in Serial Letter KSL 088 and reiterated in KSL 097,the City is unwilling to compensate Graham for added costs to apply this finish indoors. These disallowed costs include removal of the MWU lids,transport to and from the factory where finish is applied, reinstallation, shoring to maintain accessibility during application and any time- related impacts. Allowable costs indicated in the schedule below include application cost with 12.0% markup per RFP 21 proposal received December 21,2018. Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1. Schedule A—Bid Item CO 12.001 —Apply Anti-Skid for 6.20' x 3.60' MWU This is a new bid item.The unit price per each is$924.00 The quantity is lEA The total change amount for this item is an increase of$924.00 2. Schedule A—Bid Item CO12.002—Apply Anti-Skid for 4.50' x 4.25' MWU This is a new bid item.The unit price per each is$672.00 The new quantity is 1 lEA. The total change amount for this item is an increase of$7,392.00 1 The time provided for completion in the Contract is ® Unchanged ❑ Increased❑ Decreased by 0 Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If"Yes"Will the Policies Be Extended? ❑ Yes ❑No TOTAL NET CONTRACT: INCREASE$ 8,316.00 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of or relating in any way to, the Work identified, to be performed,or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $16,700,526.60 PREVIOUS CHANGE ORDERS $ 111,132.96 THIS CHANGE ORDER $ 8,316.00 NEW CONTRACT AMOUNT $16,819,975.56 CONTRACTOR'S SIGNATURE DATE 411 ���-� 312?-1\1`t EJ WXSH P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 2 (GRAHAM March 27, 2019 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way, WA 98003 Serial Letter No. 260 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Proposed Change Order 13—MWU Lids Antiskid Coating Dear Mr. Mulkey, Out of an abundance of caution, and without waiver of its right to argue in the future that Graham has no obligation to supplement, Graham protests the City of Federal Way's proposed Change Order#13—Modular Wetland Unit Lid's Anti-Skid Coating as follows: a. Proposed Change Order#13 has an effective date listed on it of December 20, 2018, but it was not issued until much later in time. Proposed Change Order#13 contains a recognition by the City that the anti-skid application was not a requirement of the Contract. Requiring Graham to perform this work will result in increased cost and delay to Graham. b. Graham protested because, proposed Change Order#13, neither provides an acceptable extension of time nor does it provide Graham with an equitable adjustment of the Contract Sum. As stated in previous communication, special provisions section 7- 22 of the Contract does not specify that the lids are to be Non-skid. Furthermore, proposed Change Order#13 requires Graham to remobilize resources to the project to perform this work. Various employees of Graham had involvement, including; Ed Schepp,Jason Bottemiller, Seth Crites and Dan Zimmerman. Employees of the City and of KPG are also believed to have been involved, including;you, E.J. Walsh, Ken Gunther and Daniel Clark. c. The estimated amount of the equitable adjustment sought by Graham is$15,548.74 for the added work, a work sheet detailing the cost is attached (Exhibit A). d. Graham's current estimate of the disruption/schedule change as a result of this proposed change order is two working days. Graham reserves its right to further analyze and refine this estimate in the future including if and when the City actually issues a unilateral change order. (GRAHAM Graham specifically reserves its rights and defenses under contract, regardless of what is stated herein, and the position stated, are without waiver of Graham's rights, positions, defenses, and remedies. Respectfully, Ed Schepp Project Manager Graham Contracting, LTD CITY OF .r•••...• K g G Federal Way January 10, 2019 Serial Letter#097 Mr. Jason Streuli, Operations Manager Ed Schepp, Project Manager Graham Contracting, Ltd 13555 SE 36th Street, Suite 120 Bellevue, WA 98006 RE.Serial Letter No. W16051-222—Response to RFP 21 Non-skid Application for MWU Lids Mr. Schepp: The City of Federal Way ("City") is writing in response to Graham Contracting, Ltd's ("Graham") Serial Letter No.W16051-222, "Response to RFP#21 —Non-skid Application for MWU Lids"dated December 21, 2018. Graham states in GSL 222 that weather allowing in-field application of the non-skid product approved per RAM 171 for Modular Wetland Unit (MWU) lids is no longer permissible with the onset of winter conditions. However, the City maintains its position as stated with KSL #088 issued on December 12, 2018 that Graham was made aware of the requirement as early as January 2017 with the conditionally approved review of submittal package SM 14.02 with specific comments regarding non-skid surface treatment in sidewalk applications. There was more than ample time to apply a factory finish prior to installation or an in-field finish to the installed MWUs in warmer months. Graham apparently considers this requirement to be outside of the Contract but failed to notify the City of this postion until mid-November 2018 nearly two years after receiving official direction in the submittal review; past the time that RFP issuance, negotiation, change order incorporation and installation would have been possible in warm enough weather. Any claim related to this issue has been waived. The City also reiterates its position that non-skid surfacing within a pedestrian accessible route is not a new requirement under the contract.ADA requirements such as this are standard for all newly constructed sidewalks throughout the United States as all experienced roadway construction contractors doing business in Washington State should be well aware. Despite Graham's failure to promptly notify the City of the alleged changed condition and waiver, the City is willing to pay graham the added cost of application; however the City will not pay additional lid removal, shoring and reinstallation costs. The change order resulting from RFP 21 will be unilaterally executed to include application cost only. All other costs will be considered incidental to application without waiver of manufacturer's recommendations or project requirements to maintain ADA accessibility before, during and after application. Page I 1 The City specifically reserves all of its rights and defenses under the Contract,regardless of whether stated herein, and this letter and the positions stated herein are without waiver of the City's rights, positions, defenses, and remedies. Respectfully. Dan Johnston Assistant Resident Engineer KPG, Inc. Cc:Desiree Winkler John Mulkey Project File Page 12 (GRAHAM December 21,2018 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way,WA 98003 Serial Letter No.W16051-222 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Response to RFP#21-Non-Skid Application for MWU Lids Dear Mr. Mulkey, Graham Contracting, LTD("Graham") is writing this letter to the City of Federal Way("City") proposing a price of$14,103.72 to perform the work associated with RFP#21—Non-Skid Application for Modular Wetland Unit Lids; including the removal,transport, install, coating application and temporary shoring. The current weather conditions do not allow the work to be performed using the product submitted on in RAM 171.Therefore,the lids will need to be sent back to the supplier and applied at their facility. Graham respectfully disagrees with your position in KSL#088 that Graham not be fully compensated with time and money for this change and Graham reserves its right to time and time related impacts and costs associated with this RFP#21. Upon acceptance of this proposal, Graham is ready to aggressively proceed with the work. Please advise. Graham specifically reserves its rights and defenses under Contract, regardless of whether stated herein, and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. 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" t o I-- 5-1 W W W W W W W W W W m a) w O K O ccO K O S O C O cc O ceO K O d' O co j N W Si) N N d p N 3 m a F- C> '^ O O 3 W N 00 •00 to O W L a1 01 {j 0 0 l7 y1 4ir- r Q (-4 ti W m3 � 'o 0 8 bin 4 z LI, O xi i0 10 l0 N ILI W Vl N1p M 0 W ✓f W U J d a coJx X U) O Ln F- Ln en Tr ma 1-1 m 0 O 0 @J Z ae '° 6 0 N (0 W 0 ‘1 a _ F- 1. 41 C O Y Y Z Z to °„ 0 1n u O E Z a v o �J o o o a Q` a as w > > x z \�y1/ ce °0 0 m n a J 10- a Si) v0i Q Q 0 u CITY Of KPG 4%....,_ Federal Way REQUEST FOR PROPOSAL • Architecture: • #21 Landscape Architecture ♦ civil Engineering DATE: December 12, 2018 CONTRACT NO.: AG-16-006 PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: Non-skid Application for Modular Wetland Unit Lids SPECIFICATION 7-22 PLAN REF: None REF: • ATTACHMENTS: TO: GRAHAM CONTRACTING Provide proposal within ten(10) days for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: Provide a proposed cost to apply non-skid surfacing to all modular wetland unit(MWU)lids located within pedestrian access routes to achieve compliance with Americans with Disabilities Act (ADA) standards. Field-installed applications such as proposed with RAM 171 will be acceptable. Surface preparation and number of coats shall be per manufacturer's recommendations as indicated on approved submittal data. A satisfactory test report shall also be provided with notification of one completed MWU lid treatment for City review and approval prior to full application project-wide. Total estimated number of MWU lids requiring treatment for non-skid surfacing is 12. MATERIAL: Non-skid coating shall be per previously approved RAM or as newly submitted and approved. MEASUREMENT AND PAYMENT: Per each MWU to include all labor, equipment, overhead and profit directly related to application of non- skid surfacing for unit lids per manufacturer's recommendations as necessary to achieve full compliance with ADA standards. By: Dan Johnston,KPG Inc. Date: December 12,2018 CC: John Mulkey,City of Federal Way ....... . j"C' P Q CITY OF Federal Way December 12, 2018 Serial Letter#088 Edward Schepp, Project Manager Jason Streuli, Operations Manager Graham Contracting, Ltd 13555 SE 36th Street, Suite 120 Bellevue, WA 98006 RE: Response to Serial Letter W16051-203 "Modular Wetland Lid Anti-slip Coating" Mr. Schepp, The City of Federal Way received Graham Serial Letter W16051-203 entitled "Modular Wetland Lid Anti-slip Coating" on November 13, 2018. Graham requests that the City issue a field work directive (FWD) for applying non-slip surfaces to all modular wetland unit (MWU) vault lids within pedestrian access routes believing this work to be outside of the Contract. Although there is ample context elsewhere in this Contract in addition to industry standard practices and ADA guidelines to suggest that all underground structure lids located within the pedestrian traveled way present the same slip hazard and therefore must all include non-skid surfaces, the City agrees that there is no Contract language pertaining specifically to MWUs. As such, the City is willing to compensate Graham for labor and material expenses as required to apply non-skid surfacing to these structure lids via forthcoming Request for Proposal (RFP)#21. Graham is reminded that KPG and the City have noted on several occasions that MWU lids need to be non-skid and ADA compliant. This requirement was first communicated in KPG's conditional approval of submittal SM 14.01 on January 11, 2017. As Graham has on other occasions demonstrated a full understanding of ADA requirements such as stating in October 2016 with RFP 05 that "All installations in the sidewalk will be non-slip" and by providing multiple submittals (RAMs 164 and 171) for MWU field-installed adhesives, KPG was unaware until receiving GSL 203 that Graham considered this requirement for MWU lids to be added work. Being that Graham was made aware of this introduced requirement prior to MWU installation, the City is not amenable to paying for labor or materials to remove, transport or reinstall lids requiring offsite factory-applied finishes if no field installation options are available. The City is also unwilling to add time to the contract to address this requirement that Graham was made aware of nearly two years ago and therefore recommends that Graham proceed with field installation per approved RAM 171 or similar. The City specifically reserves all of its rights and defenses under the Contract,regardless of whether stated herein, and this letter and the positions stated herein are without waiver of the City's rights, positions, defenses, and remedies. Page I 1 Respectfully, Dan Johnston Assistant Resident Engineer KPG, Inc. Page 12 (GRAHAM November 13,2018 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way,WA 98003 Serial Letter No.W16051-203 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Modular Wetland Lid Anti-Slip Coating Dear Mr. Mulkey, Graham Contracting, LTD("Graham") is writing this letter to the City of Federal Way("City") regarding the request to have the modular wetland lids anti-slip coated. Graham requests that the City issue a field work directive for this additional work. Graham requests to be paid under the provisions of section 1-09.6 for all work associated with this request. The special provisions section 7-22 of the Contract do not specify that the lids are to be anti-slip p Y coated,therefore Graham considers this request to be extra cost. Upon issuance of the change order Graham will have the lids removed and sent to a facility to have the anti-slip coating applied and then re-install the lids on the modular wetland units. Graham specifically reserves its rights and defenses under Contract, regardless of whether stated herein, and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. If you have an questions concerningthis matter, please do not hesitate to contact me directly. YY Respectfully, Ed Schepp Project Manager Graham Contracting, LTD RETURN TO: PW ADMIN EXT: 2700 ID#: 3 1 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ FIX-C 1 2. ORIGINATING STAFF PERSON: Ole/ " !o 1, EXT: 2 7 2-2 3. DATE REQ.BY: 3. TYPE OF DOCUMENT(CHECK ONE): o CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT 0 SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE o RESOLUTION CONTRACT AMENDMENT(AG#): ,h7//J o INTERLOCAL o OTHER �I!/L c�t (./ ° -. #./ l 4. PROJECT NAME: f c,,C (1/4A 1 C i 1.L/i S �}D LJ S / ISc t, 5. NAME OF CONTRACTOR: "' F P2�Q,�i�} ,� t`", ADDRESS: /4.5-�f !f / )` {f f�G i/t /LLT/ �!�'//.rye,L-/� y Pe.6" TELEPHONE: L '- r- /- E-MAIL: D/� FAX: SIGNATURE NAME: IC. I Ike TITLE:6.M',1/S z c kt,cl Lit 6. EXHIBITS AND ATTACHMENTS:o SCOPE,WORK OR SERVICES o COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS 0 PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFWLICENSE#Jti1CT07L) BL,EXP.12/31//' UBI#1:41/4C9 F2 ,EXP. F'l3/l Ll�j 7. TERM: COMMENCEMENT DATE: �'/&) //6 COMPLETION DATE: Opt- Cv I4-1\1°+^ TG,;c t t' '' 6v1) 8. TOTAL COMPENSATION:$ 5 If ),y 3 /6/0 ll1 661. 04 7,1,4,-A.( (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES 0-NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: o YES CNO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE TO: 3 t -4141/7J /d S'S if-3 0-6S e 9. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEW D INITIAL/DATE APPROVED .PROJECT MANAGER ^ vL o DIVISION MANAGER L9.DEPUTY DIRECTOR ' R. DIRECTOR '`l o RISK MANAGEMENT (IF APPLICABLE) " LAW DEPT e/ nal 10. COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING nn I1� o SENT TO VENDOR/CONTRACTOR DATE SENT: Q I h,Y v ' DATE REC'D: A o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LIC NSES,EXHIBITS o CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED BEPI" .4So•-• rk SIGNATORY(MAYOR•• DIRECTOR) M, 315118 o CITY CLERK �J� ASSIGNED AG# AG# t t'5 K SIGNED COPY RETURNED DATE SENT: 3•(3.t 74f' o RETURN ONE ORIGINAL COMMENTS: EXECUTE" L"ORIGINALS Uy��, 11 t \ � r LL Qki:-i1> 1e.%:ii6 ; Q . ,y- t fA N�.�v: [�ei%l...rc1 t2 i�:$!.� ,nn(t ( 1,\P 1/2018 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-0099(126) 11 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: While excavating for and building Wall#14 Graham and their sub-contractor(Tunista)hit an unmarked or located side sewer to a private property.The side sewer had to be re-aligned to better match the new Right-of- Way through this area.During the course of construction this issue was fixed in the field over time and this change order is being written to compensate the Contractor for the unresolved dollars associated with this unexpected site condition. Work taking place due to this change was tracked via force account forms with the total dollar amount tracked as$33,984.53 plus an additional$529.78 for material and permitting costs brought to our attention after initial review.No payment under bid item#A209 has been made to date.This change order is being written to compensate the Contractor for this work and account for the force account sheets tracked. F.A. Sheet#169= $5,699.00 F.A. Sheet#170= $12,974.73 F.A. Sheet#171 = $10,414.99 F.A. Sheet#172= $5,002.93 4"Pipe&Parts= $275.68 Permit Fee= $254.10 Total= $34,621.43 No time is associated with this change as the Schedule provided by Graham does not indicate this Wall#14 installation as critical path work. Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1.) Schedule A—Add new Bid Item CO13.001 —Wall#14 Side Sewer Restoration The unit cost for this Bid Item is$34,621.43.31 per Lump Sum. The quantity is 1 Lump Sum. The total change amount for this item is an increase of$34,621.43 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 p g If"Yes"Will the Policies Be Extended? ❑Yes❑No CHANGE ORDER AGREEMENT 1 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Existing Change UNIT ADD or - ITEM NO ITEM Qty QTY PRICE DELETE Change Item Total Additions CO13.001 Wall#14 Side Sewer Restoration 0 1 LS ADD $34,621.43 ADD ADD Sub Total= $34,621.43 Deducts DELETE DELETE DELETE Sub Total= Add= $34,621.43 Delete= $0.00 Total Change $34,621.43 TOTAL NET CONTRACT: INCREASE $34,621.43 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. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of or relating in any way to, the Work identified, to be performed,or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $16,700,526.60 PREVIOUS CHANGE ORDERS $ 76512.03 THIS CHANGE ORDER $ 34,621.43 NEW CONTRACT AMOUNT $16,$11,660.06 CONTRACTOR'S SIGNATURE DATE •4/'��L �Js"�l`1 E WALSH,P.E., DATE IRECTOR PUBLIC WORKS DEPARTMENT CHANGE ORDER AGREEMENT 2 (GRAHAM February 22, 2019 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way, WA 98003 Serial Letter No. 244 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Proposed Change Order 11 regarding side sewer repair near Wall#14 Dear Mr. Mulkey, Out of an abundance of caution, and without waiver of its right to argue in the future that Graham has no obligation to protest, Graham protests proposed Change Order#11 regarding the side sewer repair near Wall#14 which was received by Graham on February 20, 2019. Graham specifically reserves its rights and defenses under contract, regardless of what is stated herein, and theosition stated, are without waiver of Graham's rights, positions, defenses, and p g , remedies. Respectfully, Ed Schepp Project Manager Graham Contracting, LTD CITY OFAA. r K P G Federal Way February 19, 2019 Serial Letter#101 Mr. Jason Streuli, Operations p cons Manaa er Ed Schepp, Project Manager Graham Contracting, Ltd 11555 SE 36th Street, Suite 120 Bellevue, WA 98006 Execution of Change Order 11 for Wall 14 Side Sewer Revisions Mr. Schepp: The City of Federal Way ("City") issues this correspondence as follow up to Serial Letter KSL 090 dated February 5, 2019. KSL 090 was written in response to GSL 195 requesting corrections to Change Order 11 (previously CO #09) for Graham Subcontractor Tunista's Wall 14 side sewer work. Revisions to CO #11 have been made based on those requested that the City believes to be valid and were issued to Graham electronically with KSL 090 on Feb 5th A subsequent correction was made to unit pricing as requested by Graham and issued electronically on Feb 6`h. We've not yet heard word from Graham as to their intention to execute this change order as issued. The City is hereby reissuing the entire revised Change Order 11 package both electronically and with two hardcopies attached to this correspondence. Please sign and return both hardcopies by March 5`h 2019 (14 calendar days from today) or inform the City by letter prior to this date if Graham does not intend to sign. Unless new information is presented by March 5th supporting requested revisions with GSL 195 that were not incorporated, the City will unilaterally execute Change Order 11 per Section 1- 04.4 of the Standard Specifications. Respectfully, Dan Johnston Assistant Resident Engineer KPG, Inc. Cc: Desiree Winkler John Mulkey Project File Pave I 1 FA No. 169 DAILY REPORT OF �C_Ill. 1;4----- FORCE ACCOUNT WORKED SEATTLE .TACOMA Project Name: PAC HWY HOV PH5 Project No: STPUL-00991126) Item No.: A209 Unexpected Site Changes Date: 5/2/2017 Description of Work: Tunista Construction repairing damaged sanitary sewer pipe,damaged during install of the soldier pile wall at Pattison West skating center,by Malcolm Drilling while drilling at wall#14. Work by Subcontractor?:YES (yes/no) Prime Contractor: Graham Contracting Ltd Sub-Contractor: Tunista STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR - AMOUNT Christopher Grinnell Operator-General Foreman 2 $ 66.61 2.5 $ 90.61 $ 380.15 Parnell Uepa Operator-Group 2 4 $ 65.46 1 $ 88.59 $ 350.43 Jack Neige! Operator-Group 2 4 $ 85.46 3.6 $ 88.59 $ 571.91 Todd Otto Operator-Group 2 4 $ 65.46 3 $ 88.59 $ 527.81 $ $ $ • SUBCONTRACTOR LABOR SUBTOTAL $ 1,810.10 SUBCONTRACTOR LABOR MARKUP 0 29%[$ 524.93 SUBCONTRACTOR LABOR TOTAL $ 2,335.03 x HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT LV0011 Ford F150 Crew Cab 4.5 $ 20.30 $ 6.10 $ 91.35 ROL 204 JD 204 Loader 4 $ 45.00 $ $ 180.00 LE 624 JD 824 Loader 5 $ 84.36 $ 32.81 $ 321.80 _ LV0009 Pipe Truck Ford SD F350 7.5 $ 20.30 S 8.10 $ 152.25 EX 0002 JD 245 Excavator 7.5 $ 110.89 $ 29.02 $ 831.88 LV0010 Ford E450 Van 7 $ 20.30 $ 6.10 $ 142.10 EX 085 JD 85G Excavator 4 $ 57.00 $ • $ 228.00 Trench Box 4x20 4 $ 8.08 $ 6.08 $ 24.32 RE 135 JD 135 Excavator 4 _ $ 76.00 $ 76.00 $ 304.00 SUBCONTRACTOR EQUIPMENT SUBTOTAL $ 2,275.50 SUBCONTRACTOR EQUIPMENT MARKUP 0 21%I $ 477.86 SUBCONTRACTOR EQUIPMENT TOTAL $ 2,753.38 SUBCONTRACTOR Invoice QUANTITY UNIT PRICE DOI LAR AMOUNT $ $ . $ . SUBCONTRACTOR MATERIALS SUBTOTAL $ - SUBCONTRACTOR MATERIALS MARKUP 0 21% $ - SUBCONTRACTOR MATERIALS TOTAL $ - SUBCONTRACTOR LABOR,EQUIPMANT,&MATERIALS SUBTOTAL $ 5,088.39 PRIMES 12%MARKUP on SUB'S LABOR,EOUIPMANT,&MATERIALS $ 810.91. C:ON raCinr5 Representative Date ( SHEET TOTAL: $ 5,699.00 I henvr's Representative Date Pay Estimate Entered: Date: 5/2/2017 By: FANo.: Ib '( DAILY REPORT OF FCp44r FORCE ACCOUNT W•RKED SEATTLE • TACOMA Project Name: ;i._ 44..441- -. y �/ Project No:I-6- 14-113" Bid Item No.: 4—�._tre G,d _ Date: 2. Of 0-0/ Description of Work: - . _ A_._ , Irk . _ �r e • c_ •, a Jo.ti w tit � � /1-.41.�• 6-1. ¢�.,,*•4. DAA.itit. Pi‘orbit Tbit U°It fq f;. Work by Subcontractor?: JAI"'tK Prime Contractor: g.t 1t+- 6.ii r'c t--,, L.I 1 Sub-Contractor: STRAIGHT TIME OVERTIME COMMENTS NAME OCCUPATION HOURS HOURS - efr-:tilh;_rifi:it, ...1 /14.1141 a-. , Li ✓ I / -tti/A -M-:1/kt--- -__— _ `/ E. ..�'i? in kok 14:: 11. EQUIPMENT STRAIGHT STANDBY COMMENTS EQUIPMENT OR ATTACHMENTS HOURS HOURS til Goll lotei 4-v -5n U1r1 ✓ 'x ( P/o1°7 c-,.2.q /+'r �. ,/. . ' o' --31 c' rt.,Vi t-- 1.5" " L-,. v lb A.416, Ex '7.5 / L.1/0/ b t--c/7 ' lot r[ &I 1• i ✓ Ey 0645 0 3 o r 8 & 63( to/ ✓ , fit 6'i :i v r.p. 1 Uii-t, ti.k... MATERIALS r' y: MATERIALS &v.- tT) UNIT COMMENTS Pet ow; 135 -.1' or t 41 f Quantities as measured in the field INVOICE8 INVOICES QUANTITY UNIT DOLLAR AMOUNT Verificatior ours Wo ked: t COMMENTS: x - ?-17-17' -- c aCin 11 rlrrumunIUrbvi, Date X A i)(7_11 , .,/ 11,_61 i___ owner's ReimonlaUvo Date Bill#: KPGFA-169 Change Order#: KPGFA-169 Job Code: TC1751WA KPGFA-169 Sewer Repair for Graham Date Range: 05/02/2017 to 05/02/2017 Time and Material Billing Report Charges for Cost Code: 90000003 Sewer FA KPG j p ' '�� 0 r4 LS Date: 05102/2017 Foreman: GRICHR v41.1.4.16- Production Quantities- 0.000 Code Description Class Reg. Hrs Rate 2 Hrs Rate 3 Hrs T&M Rates Markup Value CACERI ?t Eric-Caceres--- LA3 -4 -1- 0 52.41 /73.08/0 29.00 -1364-71-- GRICHR Christopher Grinnell OP1-FORE 2 '" 2.5'r 0 66.81 /90.61 /0 29.00 4.64.59 MEYEBO -Be-A-Meyer. OP2 .4- -2,5- - 0 65.46/88.59/0 29.00 -623.48._ NEIJAC Jack Neigel OP2 4 V 3.5✓ 0 65.46/88.59/0 29.00 737.76 OTTTOD Todd Otto OP2 4'� 3V 0 65.46/88.59/0 29.00 680.62 UEPPER Pemell Uepa OP2 4✓ 1 '' 0 65.46/88.59/0 29.00 452.05 EX0002 JD 245 EXCAVATOR 7.5'r 0 0 110.89/ 110.89/29.02 21.00 1,006.33 EX085030T JD 85G Excavator(Lease) 4 'V 0 0 57/57/0 21.00 275.88 LE624010T JD 624 Loader(Lease) 5 ✓ 0 0 64.36/64.36/32.81 21.00 389.38 LV0009 F350 SUPER DUTY PIPE( 4-5-/. 5 0 0 20.3/20.3/6.1 21.00 110.53 LV0010 FORD E450 BOX VAN(TCI 7 V 0 0 20.3/20.3/6.1 21.00 171.94 LV0011 2011 FORD F150 CREW C 4.5 ✓ 0 0 20.3/20.3/6.1 21.00 110.53 REX0005 JD 135G Excavator RENT 4 ✓ 0 0 76/76/0 21.00 367.84 RL00001 JD 204 Loader RENT 4 ✓ 0 0 45/45/0 21.00 217.80 SE0003 4 X 20 TRENCH BOX 4✓ 0 0 6.08/6.08/6.08 21.00 29.43 Totals for:05/02/2017 Labor Totals: Hours- 22/13.5/0 >> 35.5 Value- 3,323.21 Equip Totals: Hours- 44.5/0/0 >> 44.5 Value- 2,679.66 Unit Value for Today: $0.00 per LS (0 LS) Total Value: 6,002.87 Inspector Note: repair at Pattison's West,excavation of manhole and set first 12x12 box. Unit Value Total Value (per LS) Totals in the Date Labor Value: 0.000 3,323.21 Range for Cost Code 90000003 Equipment Value: 0.000 2,679.66 Material Value: 0.000 0.00 Total Production: 0 Subcontract Value: 0.000 0.00 Supply Value: 0.000 0.00 OSSUB: 0.000 0.00 TRCKNG: 0.000 0.00 Misc 3: 0.000 0.00 Total Value: 0.000 6,002.87 Totals by individual items Code Description Class Reg. Hrs Rate 2 Hrs Rate 3 Hrs Value Employees: CACERI Eric Caceres LA3 4 1 0 364.71 GRICHR Christopher Grinnell OP1-FOREM 2 2.5 0 464.59 MEYEBO Bo A Meyer OP2 4 2.5 0 623.48 NEIJAC Jack Neigel OP2 4 3.5 0 737.76 OTTTOD Todd Otto OP2 4 3 0 680.62 UEPPER Pemell Uepa OP2 4 1 0 452.05 Totals: 22 13.5 0 3,323.21 Equipment: Drinfnri nn• 11'7/7$$/'/110 41,94.g4 Dsno 4 I KcIVt:rl :Mart I Y I IV V V Ili E 9RANCX 503 • 2229 112r1 Sear # 1 A • • : -002 TACOMA 110. 99445 253-549-9300 253-549-0619 PAZ Customer II : 1282350 Invoice Date : 05/23/17 D Date Out : 04/03/17 05:00 PM PAC HWY PROJECT Billed Through 205/29/17 00:00 CORNER OF PAC HWY & S 344TH ST UR Job Loc : CORNER OF PAC HWY & x:Y@Z Customerob ID: 34 3100149316 FEDERAL WAY WA 98001 P.O. * : wz =1 3 Office: 206-729-8844 Cell : 425-658-1555 Order ere dByy s SETH CRITEiSS OCUM ReIVANSalesperson ; MICHAEL KERANS GRAHAM CONTRACTING LTD (US) ; Invoice Amount: $6,058.99 9709 3RD AVE NE. STE 300 _ --- SEATTLE WA 98115-2027 Terns: Net 45 Days Payment options: Contact our credit office 704918-4824 REMIT TO: UNITED RENTALS(NORTH AMERICA),INC. PO BOX 840514 fi DALLAS TX 75284-0514 UR/TM. ITEMS: Qty Equipment Deecription Minimum Day Week 4 Week Amount 1 10406467 TRENCH BOX 6' X 24' • 257.04 257.04 638.52 1947.18 1,947.18 Make: SPEEDSHORE Model: TS-0624UR4FB Serial: U-15-7694-S 4 940/5505 SPREADER BAR (KIT) 8" X 3.5' 8 944/9946 ROAD PLATE 8' X 20' 69.10 71.00 219.00 454.00 3,632.00 Rental Subtotal: 5,579.18 Agreement Subtotal: 5,579.18 Tax: 479.81 Total: 6,058.99 :OMMENTS/NOTES: • *** IN NB LANE *** ***DELIVERY REQUIRED TWO (2) TRIPS*** BILLED FOR FOUR WEEKS 5/01/17 THRU 5/29/17 05:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS 4 WEEK SICCING INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT,WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST You Can Now AccI$s Invoice History end Update Purchase Orders Online Page: 1 Fn.CInn lin rnn,.,r:ier nr nn.C„nnn,rm,,,rnn, vruer /VIM vaere rdrta oa vIe w urwwca r�cuawnrerpunri.paNc.�un. Itt!(OMAIE PfitlieEr4CI PAPEMACHIN HIY 4-23-17 2418991 P '.WEW AN Pala Machary,kW,aosealas2T,Eupow,oa9744o SERVICE INVOICE ADDRESS SHOWN BELOW T RECEIVED PP AUTH: 278178 S ACCT: ******2541 APR 2 6 2017 2401 (JD) GRAHAM CONTRACTORS 1 P GRAHAM CONTRACTORS 411 1ST AVE S STE 620 GRAHAM T SAM:206-549-8323 0 SUITE 300 W16051 SEATTLE WA 98104 PHONE: 206-729-8844 CUSTOMER NO TYPE DATE OPENED PURCHASE ORDER NO. AUTHORIZED BY!RELEASE NO 620438 JD CREDIT 4-07-17 3100149162 MAKE MODEL SERIAL NO, EQUIP NO. METER JD 135G 1FF135GXJEE400712 A41-075 2506 QUANTITY I DESCR#PTFOA I EACH AmouNT SEGMENT 001 PERFORM 500HR SVC. COMPLETED 500 HOUR SERVICE. CHECKED ALL OIL LEVELS . CHECKED BATTERY ELECTROLYTE LEVEL AND TERMINALS . DRAINED WATER AND SEDIMENT FROM HYDRAULIC TANK. CHANGED THE ENGINE OIL AND ENGINE OIL FILTER. CHECKED AIR INTAKE HOSES. CLEANED CAB FRESH AIR AND CAB RECIRCULATING AIR FILTERS . TOOK SAMPLES OF THE HYDRAULIC OIL, TRAVEL GEAR CASE OIL, ENGINE OIL AND SWING GEAR CASE OIL. LUBRICATE THE BLADE PIVOTS, SWING BEARING AND SWING BEARING GEAR. 1 8983020750 FILTER ELEM@ 18 .29 18 .29 5 AT346594 FLUID KIT @ 15 . 00 75 .00 13 TY26529Q EX-46HN BUL@ 3 . 32 43 . 16 21 TY26682Q PLUS-50 II @ 2 . 93 61. 53 PARTS LABOR 197. 98 362 . 50 TIME/MATERIALS 560.48 20.00 36 . 62 TAX 56. 62 SEGMENT TOTAL--> 617. 10 SEGMENT 002 REPAIR THUMB ISSUE. REPORTED THUMB IS SLOW CLOSING AND LACKS POWER TO HOLD. OIL LEVEL WAS CHECKED. 12 QTS LOW. SYSTEM HYDRAULIC PRESSURES WERE TESTED. AUXILIARY RELIEFS : UP 22 .2 MPA AND DOWN 17 .2 MPA. PRESSURES WERE GOOD. SUSPECT A BAD BALL VALVE OR AUXILIARY FLOW CONTROL VALVE. THE FLOW CONTROL VALVE WAS INSPECTED. FOUND THE VALVE IS NOT CHANGING DIRECTION AS WORK MODE IN THE MONITOR IS CHANGED FROM THUMB MODE TO COMPACTOR MODE. FLOW CONTROL VALVE WAS REMOVED FROM THE MACHINE. THE VALVES INTERNALS ARE RUSTED . CLEANED AND LUBRICATED THE VALVE. THE VALVE WILL NOW CHANGE DIRECTIONS AS BEFORE IT WOULD NOT WITH RUST BUILT UP. REINSTALLED THE VALVE AND This purchase is subject to the terms of ate POWERPLANm credit agreement.I grant POWERPLANTM a - DESCRIPTION AMOUNT purchase money security interest,except as limited In that agreement,In the goods described. TOTAL PARTS TOTAL LABOR SPECIAL SERVICES SALES TAX PLwww.papemachinerw.com THIS SE PM > CONTINUED TOTAL > e" fi 1 ____ S Q �A N •A N N to V! N�N G1 N M N M N N N 4 N N N N N N-N N M N N N N N M N • f . _______ _ 1,11 d_ _ w , 1 g ! Hi i 17! V_ Tpl : ✓. i5 �('• 17 4` TO / r �"r r 4- o -114.- L= 111 � it / h 1 , P lithilMihilitilii .4- ii I u, a, ,,,, • Is 0 I 1 r''''i I i - i ---' tfi r j ill i kr)*"../Nte r , j,,,, Q _.) ? ki2 �c , gg. 4 �st w:z.:: „ %' a d a 91"641j 6 -II P 6 CJ N c44# Cv 5 -� d r. ta„N `g r'w_ QO Woca ° I * 8a �. 3 tit 5 ' 4-,4 i 11 04 qE 1 S 1 i & 3N NMMNM W .. .. ... . . y� NMNNMMNN NNMNNNN A t g } i SIy P I Q L i - iVi_80808171WW0Wi8 0 i W FA No.: 170 __ DAILY REPORT OF NC. r FORCE ACCOUNT WORKED SEATTLE •TACOMA Project Name: PAC HWY HOV PH5 Project No: STPUL-0099(126) Item No. A209 Unexpected Site Changes Date: 5/3/2017 Description of Work: Tunista Construction continued to repair damaged sanitary sewer pipe,damaged during Install of the soldier pile wall at Pattison West skating center,by Malcolm Drilling while drilling at wall#14. Work by Subcontractor?:YES (yes/no) Prime Contractor: Graham Contracting Ltd Sub-Contractor: Tunista SUBCONTRACTOR LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Christopher Grinnell Operator-General Foreman 8 $ 66.81 3 $ 90.61 $ 806.31 I Pemeli Uepa Operator-Group 2 8 $ 65.46 3 $ 88.59 $ 789.45 Jack Neigel Operator-Group 2 8 $ 65.46 4 $ 88.59 $ 878.04 Todd Otto Operator-Group 2 8 $ 65.46 5 $ 88.59 $ 966.63 Eric Caceres Laborer-Group 3 8 $ 52.41 3 $ 73.08 $ 838.52 - _ Bo Meyer Operator-Group 2 8 $ 65.46 4.5 $ 88.59 $ 922.34 SUBCONTRACTOR LABOR SUBTOTAL $ 5,001.29 SUBCONTRACTOR LABOR MARKUP U 29% $ 1,450.37 SUBCONTRACTOR LABOR TOTAL $ 6,451.66 ._,�. - :.._�:-.-_Y.�.. „ .- _.-..__T..; .,____. BCONTRACTOREQUIPMENT _ HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT LV0011 Ford F150 Crew Cab 11 $ 20.30 $ 6.10 $ 223.30 ROL 204 JD 204 Loader 8 $ 45.00 $ • $ 360.00 LE 824 JD 624 Loader 11 $ 64.36 .,$ 32.81 $ 707.96 LV0009 Pipe Truck Ford SD F350 12 $ 20.30 $ 6.10 $ 243.60 EX 0002 JD 245 Excavator 12 $ 110.89 $ 29.02 $ 1,330.68 LV0010 Ford E450 Van 13 $ 20.30 $ 6.10 $ 263.90 RE 135 JD 135 Excavator 8 $ 78.00 $ 78.00 $ 608.00 EX 085 JD 85GExcavator __ 8 $ 57.00 $ $ -- 456.00 v Trench Box 4x20 _ 9 $ 6.08 $ 6.08 $ 48.84 SUBCONTRACTOR EQUIPMENT SUBTOTAL $ 4,242.08 SUBCONTRACTOR EQUIPMENT MARKUP 0 21% $ 890.84 SUBCONTRACTOR EQUIPMENT TOTAL $ 5,132.92 SUBCONTRACTOR Invoice QUANTITY UNIT PRICE DOLLAR AMOUNT $ - $ - - $ • SUBCONTRACTOR MATERIALS SUBTOTAL $ • SUBCONTRACTOR MATERIALS MARKUP 6 21% $ - SUBCONTRACTOR MATERIALS TOTAL $ - SUBCONTRACTOR LABOR,EOUIPMANT,&MATERIALS SUBTOTAL $ 11,584.58 PRIMES 12%MARKUP on SUB'S LABOR,EOUIPMANT,&MATERIALS $ 111111111. Contractor's Representative Dale SHEET TOTAL: $ 12,974.73 Owners Representative Date Pay Estimate Entered: Date: 5/3/2017 By: Bill H: KPGFA-170 Change Order#: KPGFA-170 Job Code: TC1751 WA KPGFA-170 Sewer Repair for Graham Date Range: 05/03/2017 to 05/03/2017 Time and Material Billing Report Charges for Cost Code: 90000003 Sewer FA KPG LS Date:05/03/2017 Foreman:GRICHR Production Quantities- 0.000 Code Description Class Reg.Hrs Rate 2 Hrs Rate 3 Hrs T&M Rates Markup Value CACERI Eric Caceres LA3 8 3 0 52.41 /73.08/0 29.00 823.69 GRICHR Christopher Grinnell OP1-FORE 8 3 0 66.81 /90.61 /0 29.00 1,040.14 MEYEBO Bo A Meyer OP2 8 4.5 0 65.46/88.59/0 29.00 1,189.81 NEIJAC Jack Neigel OP2 8 4 0 65.46/88.59/0 29.00 1,132.67 OTTTOD Todd Otto OP2 8 5 0 65.46/88.59/0 29.00 1,246.95 UEPPER Pernell Uepa OP2 8 3 0 65.46/88.59/0 29.00 1,018.39 EX0002 JD 245 EXCAVATOR 12 0 0 110.89/ 110.89/29.02 21.00 1,610.12 EX085030T JD 85G Excavator(Lease) 8 0 0 57/57/0 21.00 551.76 LE624010T JO 624 Loader(Lease) 11 0 0 64.36/64.36/32.81 21.00 856.63 LV0009 F350 SUPER DUTY PIPE( 12 0 0 20.3/20.3/6.1 21.00 294.76 LV0010 FORD E450 BOX VAN(TCI 13 0 0 20.3/20.3/6.1 21.00 319.32 LV0011 2011 FORD F150 CREW C 11 0 0 20.3/20.3/6.1 21.00 270.19 REX0005 JD 135G Excavator RENT 8 0 0 76/76/0 21.00 735.68 RL00001 JD 204 Loader RENT 8 0 0 45/45/0 21.00 435.60 SE0003 4 X 20 TRENCH BOX 8 0 0 6.08/6.08/6.08 21.00 58.85 Matl-Sub-Exp Description Cost Type Received Used Units T&M Rate Markup Value 2FOWLER Fowler/Pipe M 981.000 981.000 LS 1.000 21.00 1,187.01 Totals for:05/03/2017 Labor Totals:Hours- 48/22.5/0 >> 70.5 Value- 6,451.65 Equip Totals: Hours- 91/0/0 » 91 Value- 5,132.91 Matl/Sub/Exp Total: Value- ,_<1,187.01 ----- - - _ Unit Value for Today: S 0.00 per LS (0 LS) Total Value: 12,771.57 Inspector Note: 6:00am go over equipment checklists AHA and plan of the day 6:20 finished excavation of existing Manhole and Tie in for Pattison's West sewer re it installed 12x12x8 mh box and 12x12x4 mh box removed existing connection and installed C/O and Wye per Lake aven direction, Lakehaven inspector Jason informed Tunista that the new side sewer must be behing ROW a prox 3.50 behind lag wall Tunista sawcut 401f of Pattision west parking lot to accomodate the set back required by L kehaven. rjo jo tirzikt S kg& Nor 7 0 A f/4- Site-6-7-5 Printed on: 03/28/2018 12:22:30 Pace 1 FA No.: I v DAILY REPORT OF 1E4C.31E:" r FORCE,; CCOUNT WO'KED SEATTLE •TACOMA Project Name:' : r,„, a, i ___ 1_ Project No: /1‘..— /L., 1/5 Bid Item No.: — , 4 ...,, , k `.w Date: a-d/ Description of Work: (1,,,,,k74:,,,, 54,11- - , t- — ...i.,,A.,L --//. .-0,.s., '—( Iy Work by Subcontractor?: 7M. 4 Prime Contractor.(4,,,,, ., Sub-Contractor: I ___ STRAIGHT TIME OVERTIME COMMENTS NAME /� OCCUPATION HOURS HOURS 6tAei•,,,4IA KJ "fitOrVt ( t-0444. / O 8 3 Ti-dk ggrc (.5,--4--Aira, R V- ?;1 ofJ 8 S F .4,• �� L �.3 b40 A Mee-a_ ye..... g _ ci. .8- STRAIGHT STANDBY COMMENTS EQUIPMENT OR ATTACHMENTS HOURS HOURS 40/1 4 -LSO `fp-.d pia /r LAG 0 i t 7-0`/ 1/41-ID 1,7,„i . 8 'f 6 2x/o/o Y (oL T*o //-- /1 it (74 4- 3S a 4‘4„, P .t. &mai., /a- =* G 2_ g'/5 a_ IA/ Dex ♦2 V - 016 &'/ O f i"y /3 126x o s /.35 Gex. Ig TO -56- 6 44t8 S03o r , MATERIALS 410A161.TRY UNIT COMMENTS '.),C 16 ' tr t.,C. x 8 A_ luantities as measured in the field .:7.,477 ,-.� ma _ • ,�p :...f.„, ..• ..�' .,..7::;:t!.. INVOICES QUANTITY UNIT DOLLAR AMOUNT J verification . ours i • ed: COMMENTS: c RapresontoUve Date f /7 Lel. ?1),-7 Owners tit resotantive Date r 1E ii 4 El N N'��S N VI N .». . .. N N M N N 4 :, v NI f54 gfipga i-6 2g 1 Vflid W ► W ► W Q . g i § g : t WaffdlrattIll ! ll3 A.0 tc---.:- rai i li I ----; ---- 4-- 1 (23 1 r--. , A A x 1—t\f-- -i. , -11 11- A :1-ii 6 )ri. % i -kcje.- h a i '„ ,0 _ e n I ci A ,Y 6 C 1 1) H P11, ri, p c th 9 S 6 (9 ”' : c?, o,,, , 7.,., , ki; , kDR x v r ° ° x 1220-1,1' tz ?.. ocill g 5 1 q z r 1_ 1 Q Hi N N M N N N N N N N N M M N 4T 4! S? M N y M M M N N M N A Vr - , _ . _ . V la g $ !„ ri 1 2 J 2'c O Or f 04 c rAc tIN4. co ic I g. -1, ' _Al / Q E �V s �si,-�.,r- 1 Iii tic:,:e � �� ,„. 2-:, t o ,...--., C...) �- _ _ V/sllt5 1 11Q11&441.7 11111111111111111111111111111111111111111111 -T VVI-L.sIL. vii-1—tusu TRENOH SAFETY INVOICE 1RAMCU 10.3 i*X1A Wi 19445►6T # 1 45464684-00 1 353-348-1300 253-34/-06ID YAX Customer # z 1282350 Invoice Date : 04/25/17 1 Date Out : 04/03/17 05:00 PM PAC HWY PROJECT Billed Through : 05/01/17 00:00 1 CORNER OF PAC HWY & S 344TH ST UR Job Loc : CORNER OF PAC HWY & x:Y®Z � Customer Job ID: 34 3100149316 FEDERAL WAY WA 98001 P.O. # : D164 Office: 206-729-8844 Cell: 425-658-1555 OrdereTdi By:WritteIVAN SLOTCUM Salesperson : MICHAEL KERANS GRAHAM CONTRACTING LTD (US) Invoke Amount $6,737.74 9709 3RD AVE NE STE 300 .__ . ._. _._.....____ .----- _ SEATTLE WA 98115-2027 Tazae: Net.*Deys 11 Payment options: Conde our erode°dem 7049M41124 REMIT TO: UNITED RENTALS(NORTH AMERICA),INC. PO BOX 840514 M DALLAS TX 75284.0514 _..::t� ..comer,•.autos vtc ,:. mew. !ENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 10406467 TRENCH BOX 6' X 24' 257.04 257.04 638.52 1947.18 1,947.18 Make: SPEEDSHORE Model: TS-0624UR4FB Serial: U-15-7694-S 4 940/5505 SPREADER BAR (KIT) 8" X 3.5' 8 944/9946 ROAD PLATE 8' X 20' 69.10 71.00 219.00 454.00 3,632.00 Rental Subtotal: 5,579.18 tALES/MISCELLANEOUS ITEMS: Qty Item Price Unit-of Measure Extended Amt, 1 DELIVERY CHARGE 625.000 EACH 625.00 Sales/Misc Subtotal: 625.00 Agreement Subtotal: 6,204.18 Tax: 533.56 Total: 6,737.74 'OMMENTS/NOTES: *** IN NB LANE *** ***DELIVERY REQUIRED TWO (2) TRIPS*** BILLED FOR FOUR WEEKS 4/03/17 THRU 5/01/17 05:00 PM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS 4 WEEK BILLING INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT,WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST You Oen Now Access Involve History and Update Purchase Orders Online Page: 1 __ FA No.: 171 DAILY REPORT OF IEClE3` FORCE ACCOUNT WORKED SEATTLE •TACOMA Project Name: PAC HWY NM/PH5 Project No: STPUL-0099(126) item No.: A209 Unexpected Slte Changes Date: 5/4/2017 Description of Work: Tunista Construction continued to repair damaged sanitary sewer pipe,damaged during install of the soldier pile wall at Pattison West skating center,by Malcolm Drilling while drilling at wall#14.Cut HMA to Jet utility behind new right of way. _ Work by Subcontractor?: YES (yes/no) Prime Contractor: Graham Contracting Ltd Sub-Contractor: Tunista ¢ .-SUB �.UP _ .11',•:'‘,S!+':, ,.j.L rim kaAr .,y.a- 1 STRAIGHT TIME _ OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Pemel Uepa Operator-Group 2 8 $ 86.46 2 $ 88.59 $ 700.88 Jack Nelgel _Operator-Group 2 8 $ 85.48 4 $ 88.59 $ 878.04 Todd Otto Operator•Group 2 8 $ 65.46 4 $ 88.59 $ 878.04 Eric Caceres Laborer-Group 3 8 $ 52.41 2 $ 73.08 $ 565.44 Bo Meyer Operator-Group 2 8 $ 65.48 3.6 $ 88.59 $ 833.75 SUBCONTRACTOR LABOR SUBTOTAL $ 3,858.13 SUBCONTRACTOR LABOR MARKUP 81 29% $ 1,118.28 SUBCONTRACTOR LABOR TOTAL $ 4,974.41 _ SUBCONTRACTOR EQUIPMENT I! HOURS HOURS ADJUSTED STANDBY DOLLAR 1 EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT LE 824 JD 624 Loader 10 $ 64.36 $ 32.81 $ 643.60 LV0009 Pipe Truck Ford SD F350 12 $ 20.30 $ 8.10 $ 243.60 EX 0002 JD 245 Excavator 12 $ 110.89 $ 29.02 $ 1,330.68 LV0010 Ford E450 Van 12 $ 20.30 $ 6.10 $ 243.80 RE 135 JD 135 Excavator 8 $ 76.00 $ 76.00 $ 808.00 EX 085 JD 85G Excavator 8 $ 57.00 $ - $ 458.00 Trench Box 8x24 B $ 8.08 $ 8.08 $ 48.64 --- $ - $ - $ $ $ - $ SUBCONTRACTOR EQUIPMENT SUBTOTAL $ 3,574.12 SUBCONTRACTOR EQUIPMENT MARKUP 0 21%1$ 750.57 SUBCONTRACTOR EQUIPMENT TOTAL $ 4,324.69 SUBCONTRACTOR Invoice QUANTITY UNIT PRICE DOLLAR AMOUNT $ $ $ . $ SUBCONTRACTOR MATERIALS SUBTOTAL $ - SUBCONTRACTOR MATERIALS MARKUP 0 21% $ • SUBCONTRACTOR MATERIALS TOTAL $ SUBCONTRACTOR LABOR,EOUIPMANT,& MATERIALS SUBTOTAL $ 9,299.10 PRIMES 12%MARKUP on SUB'S LABOR,EOUIPMANT.&MATERIALS 4,, 1,115.89 i,iiii.rA,r,.Representative Date SHEET TOTAL: $ 10,414.99 Owner's Representative Dale Pay Estimate Entered: Date: 5/4/201. By: FANo.: t -I A DAILY REPORT OF ilEC.IFIP4C3r FORCE . CC•U NT W•RK D SEATTLE •TACOMA Project Name: ,, 4 , Is t Project No: )66- 1 -/15 Bid Item No.: 4- 2.01 ' /ALA, 'Vvl ' 'sem Dater /Vj �► Description of Work: cit.,„z/04 �,I �' j1 �44%.-s. 1-) .,L— Work by Subcontractor?: x64" Prime Contractor` A 0. 4,; /, Sub-Contractor: __ _,Le STRAIGHT TIME OVERTIME COMMENTS NAME OCCUPATION HOURS HOURS elAAN,at. IGLro-- #i4•44.V-'- I 7 � � Td offt g 41 STRAIGHT STANDBY COMMENTS EQUIPMENT OR ATTACHMENTS HOURS HOURS 44'4`f°/a r t, (/ 1C 4#11.- /0 Y 6°9 -35o P 4-tum. /2 c 6oz, 2-ys b- gz 6?c, 42, V o/o cc.-q o le;, /37- Mil-- _/2- 1"x 6o5 !35 6• 1-1) f-x. 8' x e563o r 1656- cfp x $ MATERIALS QUANTITY UNIT COMMENTS luantlties as measured in the field INVOICES QUANTITY UNIT DOLLAR AMOUNT ferification • Hours Worked: COMMENTS: 6-1-7-17 C 6. -; V 11n1ve Dale /7 /7 Owners Rallvo Date Bill#: KPGFA-171 Change Order#: KPGFA-171 Job Code: TC1751WA KPGFA-171 Sewer Repair for Graham Date Range: 05/04/2017 to 05/04/2017 Time and Material Billing Report Charges for Cost Code: 90000003 Sewer FA KPG LS Date: 05/04/2017 Foreman: GRICHR Production Quantities- 0.000 Code Description Class Reg. Hrs Rate 2 Hrs Rate 3 Hrs T&M Rates Markup Value CACERI Eric Caceres LA3 8 2 0 52.41 /73.08/0 29.00 729.42 MEYEBO Bo A Meyer OP2 8 3.5 0 65.46/88.59/0 29.00 1,075.53 NEIJAC Jack Neigel OP2 8 4 0 65.46/88.59/0 29.00 1,132.67 OTTTOD Todd Otto OP2 8 4 0 65.46/88.59/0 29.00 1,132.67 UEPPER Pernell Uepa OP2 8 2 0 65.46/88.59/0 29.00 904.11 EX0002 JD 245 EXCAVATOR 12 0 0 110.89/110.89/29.02 21.00 1,610.12 EX085030T JD 85G Excavator(Lease) 8 0 0 57/57/0 21.00 551.76 LE624010T JD 624 Loader(Lease) 10 0 0 64.36/64.36/32.81 21.00 778.76 LV0009 F350 SUPER DUTY PIPE( 12 0 0 20.3/20.3/6.1 21.00 294.76 LV0010 FORD E450 BOX VAN (TCI 12 0 0 20.3/20.3/6.1 21.00 294.76 REX0005 JD 135G Excavator RENT 8 0 0 76/76/0 21.00 735.68 SE0003 4 X 20 TRENCH BOX 8 0 0 6.08/6.08/6.08 21.00 58.85 Totals for:05/04/2017 Labor Totals: Hours- 40/15.5/0 >> 55.5 Value- 4,974.40 Equip Totals:Hours- 70/010 >> 70 Value- 4,324.69 Unit Value for Today: $0.00 per LS (0 LS) Total Value: 9,299.09 ✓ Inspector Note: 6:00am go over equipment checklists AHA and plan of the day 6:20 Backfilled manhole connection after visual inspection was done and approved for backfill by Jason with Lakehaven sewer district installed remainder of side sewer to the south making the two connection points shown on the plans, Unit Value Total Value (per LS) Totals in the Date Labor Value: 0.000 4,974.40 Range for Cost Code 90000003 Equipment Value: 0.000 4,324.69 Material Value: 0.000 0.00 Total Production: 0 Subcontract Value: 0.000 0.00 Supply Value: 0.000 0.00 OSSUB: 0.000 0.00 TRCKNG: 0.000 0.00 Misc 3: 0.000 0.00 Total Value: 0.000 9,299.09 Totals by individual items Code Description Class Reg. Hrs Rate 2 Hrs Rate 3 Hrs Value Employees: CACERI Eric Caceres LA3 8 2 0 729.42 MEYEBO Bo A Meyer OP2 8 3.5 0 1,075.53 NEIJAC Jack Neigel OP2 8 4 0 1,132.67 OTTTOD Todd Otto OP2 8 4 0 1,132.67 UEPPER Parnell Uepa OP2 8 2 0 904.11 Totals: 40 15.5 0 4,974.40 Equipment: EX0002 JD 245 EXCAVATOR 12 0 0 1,610.12 Printed on: 03/28/2018 12:23:35 Paae 1 cm,OF A Federal Way February 5, 2019 Serial Letter#090 Mr. Jason Streuli, Operations Manager Ed Schepp, Project Manager Graham Contracting, Ltd 11555 SE 36th Street, Suite 120 Bellevue, WA 98006 RE. Serial Letter No. W16051-195—Proposed Change Order 09 (since renamed CO 11) Dear Mr. Schepp: The City of Federal Way ("City") is writing in response to Graham Contracting, Ltd's ("Graham") Serial Letter No. W16051-195, "Proposed Change Order 9" dated October 9, 2018. Note that the referenced document has been renamed to Change Order 11. In this letter Graham claims the City "short paid" Graham the amount of $2,607.74. Payments Graham claims as short paid are for labor, materials and a permit fee through Lakehaven Water and Sewer District for the sewer work. With regard to the labor issue. Graham claims this "short paid" amount stems from inspectors that"forgot to add the hours for two employees." Upon re-observation, KPG's and Graham's force account write-ups match exactly. Graham failed to report these hours which we assumed, since Graham signed the KPG write up, were attributed to employees utilized elsewhere on the project. Since Graham did not document these employees and did sign the KPG FA sheet, we are not considering these labor hours as part of the force account work. Secondly Graham claims no materials were paid for the 4" tie in. No 4" materials were included with Graham's initial write-up while the KPG force account sheet matches that of Graham. The price Graham includes with GSL 195's claim of "short pay" appears to be requesting the entire invoice amount for all materials purchased. The KPG force account sheet from May 5, 2017 (that matches the materials Graham claimed),already includes the invoice for 6"materials.The only portion qualifying for additional payment would be 4" materials. From the photo Graham provides with GSL 195 it is difficult to determine exact quantities but we will consider the 4"parts as follows per invoice: 1) 4" PVC sewer pipe—28 LF @ $0.95 LF = $26.60 2) 2 each 6"x4" reducer @ $33.97 each =$67.94 3) 2 each 4" Fernco coupling @ $25.75 each = $51.50 4) 2 each 4" 45 degree fittings @ $9.57 each =$19.14 5) 4 each 4" 22.5 degree fittings @ $9.56 each = $38.24 Total 4" parts = $203.42+21% = $246.14+ 12% = $275.68 (Tunisia markup = 21% and Graham's subcontractor markup = 12%) Page I 1 The third issue Graham requests to be added to the CO 11 total is the Lakehaven Water and Sewer District permit fee.Graham claims the total is$245.10, which we've corrected to$254.10 as indicated with backup data provided. This fee does qualify for the CO 11 total and will be included. Graham had not, until GSL 195, provided this information so it will be included now. Finally, Graham claims that Time Related Overhead(TRO) is due for four days of critical path impact at the daily total of$25,906.16. This is the first time in seventeen months (as Graham points out) that any time related to this issue has been discussed. Graham has not provided any notice of schedule impact or schedule analysis of this work and as such has waived their rights for any TRO per WSDOT specifications. No time will be considered for this issue. In closing the City does agree to adjust Change Order 11 from $33,984.53 to include the 4" sewer pipe parts ($275.68 total) and the permit fee ($254.10 total). The new revised C.O. #11 total is $34,514.31. The City specifically reserves all of its rights and defenses under the Contract,regardless of whether stated herein, and this letter and the positions stated herein are without waiver of the City's rights, positions, defenses, and remedies. Respectfully, Dan Johnston Assistant Resident Engineer KPG, Inc. Cc:Desiree Winkler John Mulkey Project File Page 12 FA No.: 172 DAILY REPORT OF I I c3 FORCE ACCOUNT WORKED SEATTLE •TACOMA Project Name: PAC HWY HOV PH5 Project No: STPUL-0099(126) Item No.: A209 Unexpected Site Changes Date: 5/5/2017 Description of Work: Tunista Construction completed the repair of the damaged sanitary sewer pipe,damaged during install of the soldier pile wall at Pattlson West skating center.by Malcolm Drilling while drilling at wall#14. Work by Subcontractor?: YES (yes/no) Prime Contractor: Graham Contractln Ltd Sub-Contractor: Tunista STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Parnell Uepa Operator-Group 2 4 $ 65 46 $ 88.59 $ 261.84 Christopher Grinnell Operator-General Foreman 4 $ 66.81 $ 90.61 $ 267.24 Jack Neigel Operator-Group 2 4 $ 65.46 $ 88.59 $ 261.84 Todd Otto Operator-Group 2 1 $ 65.46 $ 88.59 $ 65.46 Eric Caceres Laborer-Group 3 4 $ 52,41 $ 73.06 $ 209,64 Bo Meyer Operator-Group 2 4 $ 65.46 $ 88.59_$ 261.84 SUBCONTRACTOR LABOR SUBTOTAL $ 1,327.66 SUBCONTRACTOR LABOR MARKUP B 29%I$ 385.08 SUBCONTRACTOR LABOR TOTAL $ 1,712.94 HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT LE 624 JD 624 Loader 4 $ 64.36 $ 32.81 $ 257.44 LV0011 Ford F150 Crew Cab 4 $ 20.30 $ 6.10 $ 81.20 ROL 204 JD 204 Loader 4 $ 45,00 $ - $ 180,00 LV0009 Pipe Truck Ford SD F350 4 $ 20.30 $ 6.10 $ 81.20 EX 0002 JD 245 Excavator 4 $ 110.89 $ 29.02 $ 443.56 RE 135 JD 135 Excavator 4 $ 76.00 $ 76.00 $ 304.00 EX 085 JD 85G Excavator 4 $ 57.00 $ $ 228.00 Trench Box 6x24 4 $ 6.08 $ 6.08 $ 24.32 $ $ $ SUBCONTRACTOR EQUIPMENT SUBTOTAL $ 1,599.72 SUBCONTRACTOR EQUIPMENT MARKUP®21%I $ 335.94 SUBCONTRACTOR EQUIPMENT TOTAL $ 1,935.86 SUBCONTRACTOR Materials OIIANTIIY UNIT PRICE DOLL AR AMOUNT 6"PVC Sch 40 3034 180 LF $ 2.05 $ 369.00 6'Sanitary Wye 4 EA $ 37.92 $ 151.88 6"45 Deg PVC Bends 8 EA $ 19.45 $ 155.60 $ SUBCONTRACTOR MATERIALS SUBTOTAL $ 676.26 SUBCONTRACTOR MATERIALS MARKUP B 21% $ 142.02 SUBCONTRACTOR MATERIALS TOTAL $ 816.30 SUBCONTRACTOR LABOR,EQUIPMANT,&MATERIALS SUBTOTAL $ 4,466.90 Cunvuc ,- Representative Dale SHEET TOTAL: $ 5,002.93 O vi'r s Representative Date Pay Estimate Entered: Date: 5/5/2017 By: FA No.: 11 DAILY REPORT OF X4r.ilL: r. FORCE 'ACCOUNT WORKED SEATTLE •TACOMA Project Name: P44, j ....., S 0 if, 4,44. A ,...V Project No: A .5 6- lb - II: Bid Item No.: 4 - Lex ./ Date: 4- -oI7 ... de A • •. Description of Work: 4,,, 0.6..t :111. A.4:.4_ , S-*g,i. 1., .4.v.,4, Diu. Itw Ftf...Zi.4. Dia,A) Work by Subcontractor?' y6.4 - Prime Contractor:at AI ot.artApit, L/ 2 Sub-Contractor: LABOR 'k.. STRAIGHT TIME OVERTIME COMMENTS ...N..-..A4.'M ...E OCCUPATION q,..HOURS _ HOURS RL 4 . . 1 __ , 1 • 4../ O A 1 4._3MIA, cr — ..... — EQUIPMENT STRAIGHT STANDBY COMMENTS EQUIPMENT OR ATTACHMENTS HOURS HOURS ty- 6? Vo/ter aqk d' #"1`-- d_#, W oil 1.--2-5 0 - f z. -- f 001 p..64 zo 1...s,... '-1 ("c'9 4-1$0 611,4, -6,4444., .... # e, ___ ..:9C 0°7— til‘l I< 43-• - , • • • f 044 (30 046' 4-.0 el< R54a-D Itit-z- EX ... - ATERIALS MATERIALS .Q141111,4* UNIT COMMENTS 4/ f lPve e;14. (It) - 3 01)41- 7 - c/rob, odit kik- /SI)•i'r (16.6 ft/C- ' rhiii/PS (a" /4 uantlties as measured in the field INVOICES ----------alIllIllIllIllIllIl INVOICES QUANTITY UNIT DOLLAR AMOUNT ,.._ Verificatic) o14-lours W.uqced_ 7„.„...„.„ .. COMMENTS: - --1-7-Iq . . - , •owe , !alive Date r7dtkjiks_6i 017 0 noes R 14.,isolative Dale 11 li N v1 N N IA Yi N N N N N_N N N N V) N N M N N N N N N N N N N M N N N N • " Ilgi4i ` W � .A . - , / i ki 'frAgr4 Z 0 W f 1flhh ! t % ~ 4. 0 ' 11101 cr ------ ->.. --)-/ ->. -›-.-„ >.• )--_-->--"- >------3-T-, ,- 5 gi u" 1 kij.2, Winfgh1110inia 1 I i I ''' 1 A N`� x � _1 S ul1 iri 'Jg p . di t-f- r e 1, a V d)I. -,-i, i ,,,, ... yp• -r-Qv 11 " tz 2 V '' rT I q z '‘p`' '9\i) 1-1LE, e SC.(1 LCJ i 6 1 CAle 1 );'; Cli ' I- "0 N.W -5. Fq 4 - - to W I wQ N N M M N N N N L9 N N N N N N N N M N N N N N M N N M N A a U y' � U F4 L co r r ;:i 1 ; ii, 3 niSi8 ; 80WOMMS 8 g 03 ,j,..4 ,,,E ci, D i - -- tr K WW �r ill '1 ____) A tc 4 :it)...____, Li d 2 cc:i4 0 i ,,: 1 1 til ; ('''c .X• . 3 L4 G). ).11--w BW#: KPGFA-172 Change Order#: KPGFA-172 Job Code: TC1751WA KPGFA-172 Sewer Repair for Graham Date Range: 05/05/2017 to 05/05/2017 Time and Material Billing Report Charges for Cost Code: 90000003 Sewer FA KPG LS Date: 05/05/2017 Foreman:GRICHR Production Quantities- 0.000 Code Description Class Reg.Hrs Rate 2 Hrs Rate 3 Hrs T&M Rates Markup Value CACERI Eric Caceres LA3 4✓ 0 0 52.41 /73.08/0 29.00 270.44 GRICHR Christopher Grinnell OP1-FORE 4✓ 0 0 66.81 /90.61 /0 29.00 344.74 MEYEBO Bo A Meyer OP2 4✓ 0 0 65.46/88.59/0 29.00 337.77 NEIJAC Jack Neigel OP2 ✓ 0 0 65.46/88.59/0 29.00 337.77 OTTTOD Todd Otto OP2 0 ► 0 0 65.46/88.59/0 29.00 253.33 UEPPER Parnell Uepa OP2 4 ✓ 0 0 65.46/88.59/0 29.00 337.77 EX0002 JD 245 EXCAVATOR 4✓ 0 0 110.89/110.89/29.02 21.00 536.71 EX085030T JD 85G Excavator(Lease) 4 '� 0 0 57/57/0 21.00 275.88 LE624010T JD 624 Loader(Lease) 4 ✓ 0 0 64.36/64.36/32.81 21.00 311.50 LV0009 F350 SUPER DUTY PIPE( 4✓ 0 0 20.3/20.3/6.1 21.00 98.25 LV0011 2011 FORD F150 CREW C 4 -✓ 0 0 20.3/20.3/6.1 21.00 98.25 REX0005 JD 135G Excavator RENT 4 / 0 0 76/76/0 21.00 367.84 RL00001 JD 204 Loader RENT 4 ✓ 0 0 45/45/0 21.00 217.80 SE0003 4 X 20 TRENCH BOX 4 #. 0 0 6.08/6.08/6.08 21.00 29.43 Totals for:05/05/2017 Labor Totals: Hours- 23/0/0 >> 23 Value- 1,881.82 4--- Equip Totals: Hours- 321010 >> 32 Value- 1,935.66 Unit Value for Today: $0.00 per LS (0 LS) Total Value: 3,817.48 <----- Inspector Note: 6:00am go over equipment checklists AHA and plan of the day 6:20 broke down rental manhole boxes mobilized to laydown yard ,mobilized to begin Stor run from 300-301 discovered manhole is.60 off to the east this will only allow approx a 1'opening in lid for access, it appears KPG upsized the manhole to 54"and didnt change the offset to accomodate the curb face, mobilized to storm manhole#299 and discovered 18"RCP pipe would require the type 1L to be cut from wall to wall as well as the top to be cut out to accomodate the size of the pipe,KPG requested that a type 2 48"be used in its place.The existing storm run will have to be temp.tied in to keep flow from Valmet from flooding out the excavation. Printed on: 03/28/2018 12:24:16 Peas 1 I H.D.' FOWCOMPANLER * * Y Pacific Branch PO Box 160 Bellevue,WA 98009-0160 425-746-8400 1417 Thornton Avenue SW Invoice Number 14490957 PAWN W Pacific, WA 98047 (253)863-8600 Fax(253) 863-8681 — — — #202116 Ship to: HD Fowler Company- Pacific TUNISTA CONSTRUCTION LLC Pacific WA 98047 PO BOX 70808 Order* Inv Date: Order Writer: FAIRBANKS AK 997070668 055305181 05/03/17 Michael Owens Irma: NET 10TH PROX Due: 06/10/17 PO/JOB: 1751 FOB: H. D. FOWLER Ship via: WILL CALL TC1751 WA PACIFIC HIGHWAY S H Oty Oty Part# Unit Extended le Ship'd BOA UoM Description Price Price 1 140 0 FT 6" PVC SEWER PIPE,GASKETED,ASTM D3034,14' 2.050 287.00 LENGTH 2 28 0 FT 4" PVC SEWER PIPE,GASKETED,ASTM D 3034 14' 0.950 26.60 LENGTH 3 2 0 EA 6"X 4" PSM REDUCER,G X G,SDR 35 PVC FOR 33.970 67.94 SEWER OR DRAIN 4 6 0 EA 6" PSM WYE GASKETED 37.920 227.52 5 8 0 EA 6" PSM 45 DEGREE ELL,G X G,SDR 35 PVC FOR 19.450 155.60 SEWER OR DRAIN 6 2 0 EA 6" PSM REPAIR CPLG GASKET COUPLING,SDR 35 23.620 47.24 PVC FOR SEWER OR DRAIN 7 2 0 EA 4"CI/PL STRONG BACK COUPLING FERNCO 25.750 51.50 5056-44RC 8 2 0 EA 4" PSM 45 DEGREE ELL,G X G,SDR 35 PVC FOR 9.570 19.14 SEWER OR DRAIN 9 4 0 EA 4" PSM 22 1/2 DEGREE ELL,G X G.SDR 35 PVC FOR 9.560 38.24 SEWER OR DRAIN 0 8 0 EA PIPE LUBE QUART - INC - 1 2 0 EA 2"X 20' RATCHET STRAP W/S HOOKS 700#LOAD 27.700 55.40 RATING TOOL/SUPPLIES Sub total 976.18 Freight 0.00 Tax 5.48 Grand Total 981.66 RIC SACERES Serving the Pacific Northwest since 1911 FANo.. 1(2 - __ z DAILY REPORT OF -'� --11 ACCOUNT WORKED SEATTLE -TACOMA 1 Project Name; PAC HWY HOV PH5 Project No: STPUL-0099(126) Item No.: A209 Unexpected Site Changes Date: 5/5/2017 Description of Work: Tunieta Construction completed the repair of the damaged sanitary sewer pipe,damaged during install of the soldier pile wall at Pattison West skalinq center.by Malcolm Orlliln%while drilling at wall#14. Work by Subcontractor?:YES (yes/no) Prime Contractor: Graham,:onrr.tchny Ltd Sub-Contractor: Tunista SuecOtm on 1_ASOM'# ...- • STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATIONHOURS WWR HOURS WWR AMOUNT _ Parnell Uepa Operator-Group 2 4 $ 85.46 $ 88.59 $ 261.84 Christopher Grinnell Operator-General Foreman 4 $ 66.81 $ 90.81 $ 267.24 Jack Nelgei Operator-Group 2 4 $ 85.48 $ 88,59 $ 261.84 Todd Otto Operator-Group 2 _ 1 $ 65.48 _ $ 88.59 $ 65.46 Eric Caceres Laborer-Group 3 4 $ 52.41 - $ 73.08 $ 209,64 Bo Meyer Operator-Group 2 4 $ 65.46 _ $ 88.59 $ 261,84 SUBCONTRACTOR LABOR SUBTOTAL $ 1,327.98 SUBCONTRACTOR LABOR MARKUP®29% $ 385.08 SUBCONTRACTOR LABOR TOTAL $ 1,712.94 A suaco � -- _ �; HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING' STANDBY RATE RATE AMOUNT _ LE 824 JD 624 Loader 41. $ 84.36 S 32.81 $ 257.44 LV0011 Ford F150 Crew Cab 4 $ 20.30 $ 8.10 $ 81.20 ROL 204 JD 204 Loader 4 $ 45.00 $ $ __ 180.00 LV0009 Pipe Truck Ford SD F350 4 5 20.30 $ 6.10 $ 81.20 EX 0002 JD 245 Excavator 4 5 110.89 $ 29.02 $ 443.58 RE 135 JD 135 Excavator 4 $ 76.00 $ 76.00 $ 304.00 ' EX 085 JD 85G Excavator 4 $ 57.00 $ • $ 226.00 Trench Box 8x24 4 $ 6.08 $ 6.08 $ 24.32 SUBCONTRACTOR EQUIPMENT SUBTOTAL $ 1,599 72 SUBCONTRACTOR EQUIPMENT MARKUP O 21% $ 335.94 SUBCONTRACTOR EQUIPMENT TOTAL $ 1,935.89 SUBCONTRACTOR Materials QUANTITY UNIT PRICE DOLLAR AMOUNT , 6'PVC Sch 40 3034 180 LF $ 2.05 $ 369.00 1 W .. 4 ;7.' $ ~ X15 60 6"45 Deg PVC Bends -- 8 EA $ 9.57 $ 76.56 - i $ -I, . .. . • , . . ; I 397.24 SUBCONTRACTOR MATERIALS MARKUP C 21% $ 125.42 SUBCONTRACTOR MATERIALS TOTAL $ 722.68 SUBCONTRACTOR LABOR,EQUIPMANT,&MATERIALS SUBTOTAL $ 4,371.26 T i - PRIMES 12%MARKUP on SUB'S LABOR,I?OtlIPMANT,A�,,� ,.,,,...nu s Representative ;ata [ SHEET TOTAL: S 4,895.81 t?a,,n,..Representative Dasa Pay Estimate Entered: Date: 5/5/2017 By: iJ COMPANY Pacific Branch PO Box 160 Bellevue,WA 98009-0160 425-746-8400 1417 Thornton Avenue SW invoice Number 14490957 PAWH Pacific,WA 98047 #202116 (253)863-8600 Fax (253) 863-8681 Ship to: HD Fowler Company- Pacific TUNISIA CONSTRUCTION LLC Pacific WA 98047 PO BOX 70808 — Order* Inv Date: Order Writer: FAIRBANKS AK 997070668 0553051 05/03/17 Michael Owens rms: NET 10TH PROX Due: 06/10/17 P0/JOB: 1751 ,OB: H. D. FOWLER Ship Via: WILL CALL TC1751 WA PACIFIC HIGHWAY S H Qty Qty Part# Unit Extended a Ship'd BO'd UoM Description Price Price 1 140 0 FT 6" PVC SEWER PIPE,GASKETED,ASTM D3034,14' 2.050 287.00 LENGTH a 28 0 FT 4" PVC SEWER PIPE,GASKETED,ASTM D 3034 14' 0.950 26.60 LENGTH 3 2 0 EA 6" X 4" PSM REDUCER,G X G,SDR 35 PVC FOR 33.970 67.94 SEWER OR DRAIN i • 1 : ' . •. , ! '' ,� ' • i , , 5 8 0 EA 6"PSM 45 DEGREE ELL,G X G,SDR 35 PVC FOR 19.450 155.60 3 2 0 EA 6" PSM REPAIR CPLG GASKET COUPLING,SDR 35 23.620 47.24 PVC FOR SEWER OR DRAIN 7 2 0 EA 4"CI/PL STRONG BACK COUPLING FERNCO 25.750 51.50 5056-44RC 3 2 0 EA 4"PSM 45 DEGREE ELL,G X G,SDR 35 PVC FOR 9.570 19.14 SEWER OR DRAIN 4 0 EA 4" PSM 221/2 DEGREE ELL,G X G.SDR 35 PVC FOR 9.560 38.24 SEWER OR DRAIN 8 0 EA PIPE LUBE QUART - INC - 2 0 EA 2"X 20' RATCHET STRAP W/S HOOKS 700# LOAD 27.700 55.40 RATING TO0L/SUPPLIEa Sub total 976.18 Freight 0.00 Tax 5.48 Grand Total 981 .66 IC IC ERES Serving the Pacific Northwest since 1911 John Mulkey From: Daniel Johnston <danielj@kpg.com> Sent: Tuesday, February 05, 2019 4:25 PM To: John Mulkey Cc: Matt North; Daniel Clark Subject: FW: SR99 HOV PH5: KSL 90&Change Order 11 Attachments: Tunista Wall 14 Pricing.pdf;CO 11 Tunista Wall 14 Side Sewer Rev.Ldoc; FA 172.pdf John, Ed called this afternoon about an error on one of the unit prices on Force Account Sheet#172 for the Tunista change order shortly after receiving it. He appears to be right so I went ahead and made the change which adds$107.12 to the CO#11 total value. I updated this value on my change log as well to track for subsequent COs. The attachment "Tunista Wall 14 Pricing" is from Ed which points out the error and what it should be corrected to per invoice. I included the revised CO word doc with Tracked Changes on and FA 172 corrected so you could take a quick look. He says he'll talk to his folks about signing this(or not)when he receives the corrected copy so I'll be sending that over unless you have any objections. Dan J Dan Johnston, PE, PMP Construction Services KPG } SEATTLE •TACOMA • WENATCHEE Infercifscipiinary Design 2502 Jefferson Avenue Tacoma,WA 98402 o: 253.627.0720 c: 202.875.4840 www.kpg.com From: Ed Schepp [mailto:edsc@grahamus.com] Sent:Tuesday, February 5,2019 3:14 PM To: Daniel Johnston<danielj@kpg.com> Subject: RE:SR99 HOV PH5: KSL 90&Change Order 11 Dan, Attached is the KPG force account sheet and the pricing from the HD Fowler Invoice. Please correct the 6"45 degree bend to the correct unit price. Thank you, Ed Ed Schepp Senior Project Manager C:206.795.8149 1 From: Edward Schepp<edsc@Arahamus.com> Sent:Tuesday,October 9,2018 12:19 PM To:John Mulkey<john.mulkevacjtvgffederalway.com> Cc: Ed Schepp<edsc@graharus.com>;Jason Bottemiller<jasonbot@grahamus.com>;Jason Medley <jasonm@grahamus.com>;Thrall Hershberger<thralih@grahamus.com>; Daniel Clark<daniel@kig.com>; Kelly Clark <kellvc@kng.com>; Matt North<mattPkpg.com>;Travis Watt<travis@kpg.com> Subject:Serial Letter 195-Return for Corrections Change Order No. 9 The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient, you are hereby notified that any review, retransmission, dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer. Thank You. The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient, you are hereby notified that any review,retransmission, dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer. Thank You. 3 RETURN TO: PW ADMIN EXT: 2700 ID#: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ `j t ��/�1� I7 2. ORIGINATING STAFF PERSON: 0 (, $ I`ate EXT: 2-2 , Z3. DATE REQ.BY: ib � / / •/// 3. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) o PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE _ ❑ RESOLUTION I9 CONTRACT AMENDMENT(AG#): /c/ �1$ ❑ INTERLOCAL ❑ OTHER Cc ' L DvJ�4 /I`I +, i 4. PROJECT NAME: Pe c 4 ( Hwy S 40V �it11QS1 ®J'L6i.C! V 5. NAME OF CONTRACTOR: ` f c'l C ' -4 I l c I�t . J, ADDRESS: l 3 CSC' Sf ?E~ 51-1.et f� 03P.j'/Q v Gt i)wj4 Q�BOG sv"Iiso TELEPHONE: N L S-� 61/-3S-91 E-MAIL: n , FAX: _ SIGNATURE NAME: c t 1=i [. TITLE:6.m- "I1 i 6. 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 CFWLICENSE#pg/C07 -3 /� BL,EXP.12/31//e UBI# 6e/ve9yB7 ,EXP. $/3// /fy 7. TERM: COMMENCEMENT DATE: p ft,s—/i 6 COMPLETION DATE: V p c L. (ow 71I,5 �r y//•s"" bac SA-990% 8. TOTAL COMPENSATION:$ 0,00 /16/7 7 7/ 539. 63 to(.I (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: 0 YES a NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES N NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: o RETAINAGE AGREEMENT(SEE CONTRACT)OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE TO: 3O 6- 6 4' c -/is- s-4l=3 0- d s 0 9. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEwFD INITIAL/DATE APPROVED Ct PROJECT MANAGER SR-IA, I 1(t-7// ❑ DIVISION MANAGER NI DEPUTY DIRECTOR ( n 0c-t.u— OE/icy E{ DIRECTOR �1� \\`'Z.2I 1 D ❑ RISK MANAGEMENT (IF APPLICABLE) IR LAW DEPT 111„)_-)11k MV 10. COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: II. CONTRACT SIGNATURE ROUTING c i `1, SENT TO VENDOR/CONTRACTOR DATE SENT: 1112.4/(IL 0 ' DATE REC'D_��OW❑''ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, ICENSES,EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAW DEPT ?CQ,SIGNATORY(4441WORPOR DIRECTOR) �� Ct ❑ CITY CLERK /�I1 VA ./ ASSIGNED AG# AG# 1(p-1‘5-3 SIGNED COPY RETURNED DATE SENT: 1.as. S 74f- ❑RETURN ONE 011IGINAL COMMENTS: t11 1i1 I / EXECUTE"L"ORIGINALS4 ` v &kirtW1 �iNj' t`e/t-ti �u 1 V 4: iLPl C' v �€ 44Pi1 I t-t1-G/C / `/[ f e"kelt srtidit 1/2018 (GRAHAM January 11, 2019 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way,WA 98003 Serial Letter No. 228 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Change Order 10 Dear Mr. Mulkey, Out of an abundance of caution,and without waiver of its right to argue in the future that Graham has no obligation to protest,Graham protests the City of Federal Way's proposed Change Order#10. Graham specifically reserves its rights and defenses under contract, regardless of what is stated herein, and the position stated, are without waiver of Graham's rights, positions,defenses,and remedies. Respectfully, Ed Schepp Project Manager Graham Contracting, LTD CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 10 September 8,2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340th Street to S 359th Street) Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses time related to the International Union of Operating Engineers Local 302 strike that took effect at 6:00 am on August 21,2018 and ended on September 7,2018. As Graham's paving subcontractor ICON was directly affected by the strike and unable to•complete the SR99 final overlay,a critical path activity,Graham is entitled per 1-08.8 of the Standard Specifications to an extension of contract time equal to the number of days their progress was delayed as indicated by updated schedule. Serial letter 192 requested 13 working days be added to the contract and the City finds this to be a fair and accurate request:this schedule indicated a 13 working day delay,was submitted on 9/14/2018 along with Serial Letter 192 formally requesting this time as found by the City and KPG to fairly and accurately assess the strike delay.Therefore 13 working days will be added to the performance period of this project. This change addresses time to be added for assessment of liquidated damages only and does not change the monetary value of the contract. Time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 13.0 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 1 TOTAL NET CONTRACT: INCREASE$ DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Existing Change UNIT PRICE ADD or ITEM NO ITEM QTY Quantity Change DELETE Change Item Total Unit Quantity Increases Existing Change ITEM NO ITEM QTY Quantity Unit Price Add= $0 Delete= $0 Total Change $0 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 ofconstruction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of or relating in any way to, the Work identified, to be performed,or deleted pursuant to Change Order except as specifically described in this Change Order. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 16,700,526.60 PREVIOUS CHANGE ORDERS $ 76,512.03 THIS CHANGE ORDER $ 0 NEW CONTRACT AMOUNT $ 16,777,038.63 CONTRACTOR'S SIGNATURE DATE EJ W SH,P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 2 (GRAHAM September 14, 2018 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way,WA 98003 Serial Letter No.W16051-192 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Update to IUOE Local 302 Operators Strike—August 21,2018 Dear Mr. Mulkey, Graham Contracting, LTD ("Graham") is writing this letter to the City of Federal Way("City")as a follow up to the notice of delay Graham provided to the City on August 22, 2018 via Serial Letter No. W16051-189 concerning a delay to the Project due to a labor strike initiated by the International Union of Operating Engineers(IUOE) Local 302. On August 21, 2018 at 6:00 AM PDT, IUOE Local 302 members went on strike due to a labor dispute. On September 7, 2018 the IUOE Local 302 reached a tentative agreement with the Association of General Contractors("AGC") effectively ending the Strike which began on August 21, 2018. Enclosed with this Letter please find two schedules,the first is a progress update as of August 20, 2018, and the second is an analysis of the impacts of the delay caused by the Strike. As these two schedules show,the impacts of the strike are equal to thirteen (13)working days. As such, and pursuant to Section 1-08.8 of the Contract, Graham is requesting an equitable adjustment to the Contract equal to thirteen (13)working days. Graham specifically reserves its rights and defenses under Contract, regardless of whether stated herein,and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. If you have any questions concerning this matter, please do not hesitate to contact me directly. 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WI - sya s .x- xx- s_xx•x-x € 1 assass22?sx 32!:2 !93!!3333!______3339 9x132912 a9s31113 21x2 2 asa 3 sax 3,, 331s1a13 r- li 133 ! 3 1.- 'a 3 i NI C $ 3 i ! g i I i = o o f i s - 3 { iii ;i 1 ;3 -lei€' ills i 1111 gi 1:;=`131 J i. =ii !1113!` p- "1 li t i i i s ` 3 _i I $��a3xi?s- d�,ii. �,i -=si„? ,'' i� �#� 9: � ,; � �- 1 i I , � , , [ 13 111:31 1a111il.i11ill a !}}1x13ei11iiiiiii i.l,1111 i._i3,:P !lit ! ill 1 111 111 ilii1111 .011!1 /2IIII e. 3 a;2aily m.1 7}4!;1! ......sa i,i=- _ III i III III '3: '139 1 !i 1g717- a -__ • 3 -' ixaxii'i : 2:• i`ii9.1:}iiiiiilifii:i9 iiiili3i:1}siliiii*F!'Hudd is €iiiiiii '1111 s e xi iiiiiiii 1131 'ilii RETURN TO: PW ADMIN EXT: 2700 ID#: `3 3 f 7 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ 5 f r P e-1 2. ORIGINATING STAFF PERSON: ) d 1/4 1./16EXT: Z 7 Z Z 3. DATE REQ.BY: /I _S 4 ./ 3. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,REB,RFP,RFQ) o PUBLIC WORKS CONTRACT 0 SMALL OR LIMITED PUBLIC WORKS CONTRACT o PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT o GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT 0 SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE _ 0 RESOLUTION �.CONTRACT AMENDMENT(AG#): IA//S o INTERLOCAL ❑ OTHER CYLc^vrJ,e, 4) C On 'Iii— � 4. PROJECT NAME: /bA C/P c- gm.' 7 V V lti, /AA-'-e 5. NAME OF CONTRACTOR: r c-j1 elAr C.e'••'' I'i'c p'vl.7 , I.'�,L. ADDRESS: I 3 ' C$ S; 336 St:,..� ev,e .f/4 98GPG TELEPHONE: E-MAIL: FAX: SIGNATURE NAME: 6-'r , //ige TITLE:6W'.S.l../.2 '��•fc-sL 6. EXHIBITS AND ATTACHMENTS:0 SCOPE,WORK OR SERVICES ❑ COMPENSATION 0 INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES 0 PRIOR CONTRACT/AMENDMENTS CFW LICENSE# 011 OQ 72- 3 BL,EXP. 12/31/ 1g UBI# 49/y09/1 7 ,EXP. $1 31/,e-/9 7. TERM: COMMENCEMENT DATE: IY(LS /f 6 COMPLETION DATE: i4 ✓' lta"' 1 8. TOTAL COMPENSATION:$jj j 3/7"7,-/V/f a/7> 7/0 3 2,6 T (INCLUDE EXPENSES AND SALES TAX,IF ANY) R'CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) ) REIMBURSABLE EXPENSE: ❑YESO MAXIMUM DOLLAR AMOUNT: $ 6W IF YES, IS SALES TAX OWED: ❑YES 9i NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: L �// ❑RETAINAGE AGREEMENT(SEE CONTRACT)OR ❑RETAINAGE BOND PROVIDED 1Z PURCHASING: PLEASE CHARGE TO: 3 O/ - 914/da-11,5--.5 if--30 -i s--10 9. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED Ili.PROJECT MANAGER -S-71-WI )04:1-//4S DIVISION MANAGER N. ►.DEPUTY DIRECTOR .--)Ac (q! ' DIRECTOR (tI( L IIS S 1 o RISK MANAGEMENT (IF APPLICABLE) .h LAW DEPT ® to f 14/f 10. COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING q o ATTACH: SIENT TO GNATURE VENDOR/CONTRACTOR INSURANCE DATE SENT: LICENSE 0ji EXHIBITS DATE REC'D:SCE,�� ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED o I�IN --e-6W DCI'T )0SIGNATORY(ielAl 3RE CCTOR) ���s I 1 l,3 1 I'1 _ ❑ CITY CLERK Yl/ 0t 1(4 O1' NO$(,/I�� ASSIGNED AG# AG# ��\ (Co_1�eJ= Q IGNED COPY RETURNED DATE SENT: CI.W. fjq �L�� RETURN ONE ORIGINAL xi COMMEN : /�. / l') le ( I EXECUTE Z.•ORIGINALS —V !'cil vl1/t�r (/1/I l ( '4'0 J $1 9Gl ) `a Ll/Ie ti, . le/t. r ` 5L e 1,46, /?.4, /2//i 1/2018 (GRAHAM January 9, 2019 John Mulkey City of Federal Way Public Works Department 33325 8th Avenue S Federal Way,WA 98003 Serial Letter No. 226 Project: Pacific Highway South HOV Lanes Phase V Contract: AG 16-115 RE: Response to KSL#091-Change Order 9 Dear Mr. Mulkey, Graham Contracting, LTD("Graham") is writing this letter to the City of Federal Way("City"). Graham disagrees with the positions stated in KSL#091 and is unwilling to sign the proposed Change Order#09 as currently written. Graham specifically reserves its rights and defenses under Contract, regardless of whether stated herein, and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. Respectfully, Ed Schepp Project Manager Graham Contracting, LTD CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#16-115 9 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340th Street to S 350 Street) Graham Contracting,Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. Modify existing iron gate for Parcel 17(Public Storage)at approximate STA 57+38 LT.This gate was to be removed and protected while constructing Wall 6,but was found after completion of wall not to fit in its original location and in need of reconstruction or replacement.As a new product matching the existing look/style is not likely to be found,the City has elected to reconstruct the existing per pricing received in response to RFP 018.A new bid item has been created to address this work. 2. This change adds black vinyl-coated barbed wire topping to black vinyl chain link fencing for the following properties: 1) South Tire Shop=approx.242 LF 2) Alaska Freight=approx. 354 LF 3) Public Storage=approx.305 LF 4) North Tire Shop=approx. 124 LF 5) CR Floors on 344th=approx. 82 LF Total LF of barbed wire topper per this change=1,107 LF Barbed wire topping will be an added bid item per this change order measured per lineal foot. 3. Graham Contracting,Ltd.proposed to revise the stairway for the property on parcel 23 to be constructed under Bid Item A159 Cement Concrete Steps and Landing as the original stair was designed to commercial standards.This is a residential house using different standards.Upon further review,it was determined that neither the original design nor Graham's substitute would work as the adjacent sidewalk ramp extended in front of the proposed steps. Graham then revised their cost proposal to modify the step into a landing as per the attached detail. The City of Federal Way agreed to Graham's request which reduces the cost of the original stair as planned. This change order will allow the substitute design for the landing and stair at the new cost proposed by Graham for Bid Item A159. 1 Changes to the Bid Schedule—Pacific Highway South HOV Lanes Phase 5 1.) Schedule A—Add new bid item C.O.09—A01 "Reconstruction of Parcel 17 Iron Gate" The unit cost for this Bid Item is$4,340.00 per lump sum. The new quantity is 1 LS. The total change amount for this item is an increase of$4,340.00 2.) Schedule A—Add new bid item C.O.09—A02"Black Vinyl Coated Barbed Wire Topper" The unit cost for this Bid Item is$2.75 per LF. The new quantity is 1,107 LF. The total change amount for this item is an increase of$3,044.25 3.) Schedule A—Existing Bid Item A 159 — Cement Concrete Steps and Landing The existing unit cost of$4,000.00t for this Bid Item is Changed to$2,924.89 per Lump Sum The quantity is 1 per Lump Sum. The total change amount for this item is a decrease of$1,075.11 The time provided for completion in the Contract is ® Unchanged ❑ Increased❑ Decreased by 0 Calendar Days.This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑Yes®No If"Yes"Will the Policies Be Extended? ❑Yes❑No TOTAL NET CONTRACT: INCREASE$ 6,309.14 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Existing Change UNIT PRICE ADD or ITEM NO ITEM QTY Quantity Change DELETE Change Item Total Lump Sum Additions Reconstruction of Parcel C009—A01 17 Iron Gate 0 1 $4,340.00 ADD $4,340.00 Black Vinyl Coated C009—A02 Barbed Wire Topper 0 1,107 LF $2.75 ADD $3,044.25 Cement Concrete Steps ORIGINAL A 159 and Landing 1 1 $2,924.89 $4,000.00 -$1,075.11 Add= $7,384.25 Delete= -$1075.11 Total Change $6,309.14 2 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications,and with the understanding that all materials,workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of c onstruction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 16,700,526.60 PREVIOUS CHANGE ORDERS $ 70,202.89 THIS CHANGE ORDER $ 6,309.14 NEW CONTRACT AMOUNT $ 16,777,038.63 CONTRACTOR'S SIGNATURE DATE E.J.WALSH,P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT 3 C;ITV ()1 Q Federal Way REQUEST FOR PROPOSAL Architecture • Q Landscape Architecture #18 ♦ Civil Engineering DATE: July 05,2018 CONTRACT NO.: AG-16-006 PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: Iron Gate at Public Storage Wall 6 SPECIFICATION N/A PLAN REF: Plan Sheet 71 & 90 REF: ATTACHMENTS: Plan sheet 71 and 90 TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten(10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: Provide a cost to modify existing Iron Gate or build new an iron gate at approximately STA 57+38 LT to the Public Storage building. This gate was to be removed and protected but after building the wall and fencing in this area the existing gate was found not to fit in the original space and will have to be either modified or a new gate built. The owner wants the gate replaced in the same look and style as the old gate. If modifying the old gate will not work then a new gate to match the look and style shall be constructed. MATERIAL: Materials shall match existing Iron Gate salvaged by Graham during the course of the project. MEASUREMENT AND PAYMENT: Per lump sum including any and all work related to modifying or building a new gate including installation to a complete functioning gate. By:Daniel Clark,KPG Inc. Date: July 05,2018 CC: John Mulkey,City of Federal Way GRAHAM COST (GRAHAM PROPOSAL August 9,2018 Page 1 of 1 Graham Contracting Ltd. 13555 SE 36th Street,Suite 120 Phone: Bellevue,Washington, U.S.A.98006 Fax: Project Number: W16051 Owner Project#: AG#16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Graham Cost Proposal#16 Occurrence Date: 2018/08/09 Description: RFP 018- Iron Gate at Public Storage Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Comments Attached please find Graham's response to RFP 018 for the rehab of the iron gate at Public Storage. Cc Graham Contracting Ltd. (Attn:Anna Schepp; Dan Zimmerman; Edward Schepp;Jason Bottemiller; Seth Crites; Thrall Hershberger); KPG (Attn: Daniel Clark; Matt North); (signed) "Seth Crites" Per: Seth Crites, Project Coordinator CHAIN LINK * WOOD*ORNAMENTAL IRON SE� PrOpo�aL Residential&Commercial a yl,a Superior Workmanship Co-ntract Quality Materials 7720 Pacific Hwy E Insurance Work Milton, WA 98354 Contractor Lic#SECOMFI 17681 *FinancingAvailble* (253)926-8600 F: (253)926-3007 1-800-422-6828 � sales@secomafence.com 2k'T 1 DATEL`;7/v SUBMITTED TO t J Pl. p PHONE, CFj - 7/8 -12i)EMAIL ADDRESS JOB ADDRESS }7,06;t.„ .54ccrt. We propose to furnish all necessary labor and material in accordance with the plans and specifications below and subject to the following terms and conditions. . . . . . . . . . . . . . . . . . . . FOOTAGE ) �r . . . . . . . . . HEIGHT 7 POST SPACING - BARB a•• }'r;t . TOP • • • • • • f / 44-164"11-1 (cX6P°S+• BOTTOM .el LINE POST G� `MZ ` 4ke pain) b " `a '*1. apx END POST +1.4 '.5 „'.P CORNER POST - WALK GATE POST DRIVE GATE POST (c/I 5-4/..mit” • ' GATE FRAME N \\%L' G - - . STEPPED GROUND CONTOUR • L., AIRLINE . _,SV; - - . CEDAR FENCE STYLES (� Solid ❑ Shadow To Grade ❑Stairstep❑ y�►' , Facing In ❑Out ❑ �f • Metal Base El +� �' + +o 'rwar ( rtc'I + 4,/I TP.- . . UNDERGROUND OBSTRUCTIONS LOCATED? Yes 0 No ❑ Notes: If order is not placed within 10 days from date of proposal contact us regarding increased costs. Above specified work to be completed SUBTOTAL# 3 8 S ) TERMS: 1/3 Down payment due prior to start of work. for the sum total of Contract Terms and Conditions must SALES TAX be signed for contract to be valid TOTAL The above Prices,Specifications and DOWN PAYMENT Salesman Lh`. „cr,,j D�i�. cundltlun,at ]atufactuiy and BALANCE DUE are hereby accepted. 'Add S80 to this bid for prevailing wage projects It appllcaoie. PURCHASER DATE Accepted for Co. Pacific HWY HOV Lanes Phase 5 8/6/2018 RFP 018 -Iron Gate at Public Storage DRAFT Aggregate Inefficiency/ Work Description/Operation Man Hours Hourly Rate Overtime Extension (ST) Graham Labor 1 $ - $ - 2 $ - S - 3 $ - S - 4 $ - S - $ - $ 5 Subtotal Labor - I$ - $ - Subs&Services QTY U/M Unit Rate Extension 6 Modify and Install existing gate at public storageproperty 1 LS $ 3,875.00 $ 3.875.00 7 8 Subtotal Subs&Services $ 3.875.00 Materials QTY U/M Unit Rate 9 $ - 10 _ $ - 11 $ - 12 _ $ - 13 S - 14 15 Subtotal Materials $ Equipment HRS Hourly Rate 16 $ - 17 $ - 18 $ 19 $ - 20 $ - 21 Subtotal Equipment `$ - Field Supervision HRS Hourly Rate 22 23 24 Subtotal Overhead $ - Markups 25 Labor (29%of line 5) $ - 26 Subcontractors (12%of line 8) $ 465.00 27 Equipment (21%of line 21) $ - 28 Material (21%of line 15) S - 29 Services (21%of line 24) $ - 3o Subtotal Markups $ 465.00 31 TOTAL ESTIMATED COST $ 4,340.00 John Mulkey From: Daniel Clark <daniel@kpg.com> Sent: Thursday, August 09, 2018 7:29 PM To: John Mulkey; Desiree Winkler Cc: Matt North; Daniel Johnston; Nelson Davis; Kelly Clark Subject: FW: RFP 018 -Iron Gate at Public Storage Attachments: Graham_Cost_Proposal_16.PDF; Graham_Public_Storage.JPG; RFP_018 _-_Iron_Gate_at_Pu b l ic_Storage_Wo rksheet.pdf John - I would recommend accepting the Graham proposal for the custom iron gate modification.The cost is difficult to double check as it is a custom gate and we are asking to modify it in order to keep the look the property owner wants. Some internet research and it appears a new gate would be in the$4,000 range but might not be able to match directly.Again I would recommend accepting this price and giving the property owner what they want and keep the original style intact. Let us know if you agree and if we can move forward with this work and get a C.O. started. Thanks, Daniel Clark, CPII Construction Services KPG I SEATTLE • TACOMA • WENATCHEE 2502 Jefferson Ave Tacoma,WA 98402 Cell Phone 1253.777.5905 Fax I 253.627.4144 www.kpg.com Original Message From: Seth Crites [mailto:sethc@grahamus.com] Sent:Thursday, August 9, 2018 5:23 PM To:John Mulkey<john.mulkey@cityoffederalway.com> Cc: Anna Schepp<annas@grahamus.com>; Dan Zimmerman<danz@grahamus.com>; Edward Schepp <edsc@grahamus.com>;Jason Bottemiller<jasonbot@grahamus.com>; Seth Crites<sethc@grahamus.com>;Thrall Hershberger<thrallh@grahamus.com>; Daniel Clark<daniel@kpg.com>; Matt North<matt@kpg.com> Subject: RFP 018- Iron Gate at Public Storage Attached please find Graham's response to RFP 018 for the rehab of the iron gate at Public Storage. The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient,you are hereby notified that any review, retransmission, dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer.Thank You. 1 {,t. KPQ Federal Way REQUEST FOR PROPOSAL • Q Architecture n Landscape Architecture 7 • Civil Engineering • DATE: July 06,2018 CONTRACT NO.: AG-16-006 PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: Adding Barbed Wire Topper to BVCCL Fencing SPECIFICATION N/A PLAN REF: Plan Sheets REF: ATTACHMENTS: Plan sheets 83,84,87,90,92,93,96,99 TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten (10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: Provide a cost to modify Black Vinyl Coated Chain Link fencing with barbed wire top at the following locations: 1) South Tire Shop = approx. 242 LF 2) Alaska Freight= approx. 354 LF 3) Public Storage-approx. 305 LF 4) Valmet = approx. 345 F Confirmation this property wants/ needs wire top shall be forthcoming) J2_1CA 19 (-0vx.e (-- 5) North Tire Shop = approx. 124 LF 6) CR Floors on 344th= approx. 82 LF Total LF of barbed wire topper for proposal=1.452 LF MATERIAL: Contractor shall submit materials for approval. MEASUREMENT AND PAYMENT: Per lineal foot including any and all work related to modifying or tying into existing fences By:Daniel Clark,KPG Inc. Date: July 06, 2018 CC: John Mulkey,City of Federal Way i a iii 4'4 i t a ? VI A ti o 8 '80. e Y 3 �` m Y Z 3li53!Ke;§ :: '‘.7,o !^ '4 tle Cootsg P. 1, ! 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(Attn: Anna Schepp; Dan Zimmerman; Edward Schepp;Jason Bottemiller); KPG (Attn: Daniel Clark; Matt North); (signed) "Seth Crites" Per: Seth Crites, Project Coordinator (GRAHAM Pacific HWY HOV Lanes Phase 5 8/13/2018 RFP 019 -Barbed Wire Topper DRAFT Aggregate Inefficiency/ Work Description/Operation Man Hours Hourly Rate Overtime Extension (ST) Graham Labor 1 $ - $ - 2 $ $ - 3 $ - $ - 4 $ - $ - $ - $ - 5 Subtotal Labor I -I I $ - S - Subs&Services QTY U/M Unit Rate Extension 6 3 Strand ionBarbedWire 1,107 LF -_ 1.20 $ 1,328.40 7 Modification to Previously Installed Fencing 1,107 LF $ 1.25 $ 1,383.75 8 Subtotal Subs&Services $ 2,712.15 Materials QTY U/M Unit Rate 9 $ - - 10 $ - 12 $ - 13 $ - 14 15 Subtotal Materials $ - Equipment HRS Hourly Rate 16 $ - 17 $ - 18 $ - 19 $ - 20 $ - 21 Subtotal Equipment $ - Field Supervision HRS Hourly Rate 22 23 24 Subtotal Overhead S - Markups 25 Labor (29%of line 5) $ - 26 Subcontractors (12%of line 8) _ $ 325.46 27 Equipment (21%of line 21) $ 28 Material j21%of line 15) $ 29 Services (21%of line 24) $ - 30 Subtotal Markups $ 325.46 31 TOTAL ESTIMATED COST $ 3,037.61 John Mulkey From: Daniel Clark <daniel@kpg.com> Sent: Monday, August 20, 2018 5:40 PM To: John Mulkey; Desiree Winkler Cc: Matt North; Daniel Johnston Subject: FW: RFP 019 - Barbed Wire Topper John - I believe the pricing is good to go.The price actually is better than we had thought with the black vinyl coating. I would recommend moving this forward. Thanks, Daniel Clark, CPII Construction Services KPG I SEATTLE • BELLEVUE • TACOMA • WENATCHEE 2502 Jefferson Ave Tacoma,WA 98402 Cell Phone 1253.777.5905 Fax I 253.627.4144 www.kpg.com Original Message From: Seth Crites [mailto:sethc@grahamus.com] Sent: Monday,August 20, 2018 3:26 PM To: Daniel Clark<daniel@kpg.com>;John Mulkey<john.mulkey@cityoffederalway.com> Cc: Anna Schepp<annas@grahamus.com>; Dan Zimmerman<danz@grahamus.com>; Ed Schepp <edsc@grahamus.com>;Jason Bottemiller<jasonbot@grahamus.com>; Matt North <matt@kpg.com>; Daniel Johnston <danieli@kpg.com> Subject: RE: RFP 019- Barbed Wire Topper The pricing reflects vinyl coated wire.The barbs themselves are galvanized. Original Message From: Daniel Clark<daniel@kpg.com> Sent: Thursday,August 16, 2018 9:00 AM To: Seth Crites<sethc@grahamus.com>;John Mulkey<john.mulkey@cityoffederalway.com> Cc: Anna Schepp<annas@grahamus.com>; Dan Zimmerman <danz@grahamus.com>; Ed Schepp <edsc@grahamus.com>;Jason Bottemiller<jasonbot@grahamus.com>; Matt North <matt@kpg.com>; Daniel Johnston <danielj@kpg.com> Subject: RE: RFP 019- Barbed Wire Topper This is an external email. Please exercise caution with its content. Thank you Seth. In a couple meetings Desiree had mentioned she wanted the black vinyl barbed wire. Does this RFP response reflect the barbed wire in black vinyl. If not can you ask them what the up charge would be? Thank you, 1 Daniel Clark, CPII Construction Services KPG I SEATTLE BELLEVUE TACOMA WENATCHEE 2502 Jefferson Ave Tacoma,WA 98402 Cell Phone I 253.777.5905 Fax I 253.627.4144 www.kpg.com Original Message From: Seth Crites [mailto:sethc@grahamus.com] Sent: Wednesday,August 15, 2018 4:44 PM To:John Mulkey<john.mulkey@cityoffederalway.com> Cc: Anna Schepp<annas@grahamus.com>; Dan Zimmerman <danz@grahamus.com>; Edward Schepp <edsc@grahamus.com>;Jason Bottemiller<jasonbot@grahamus.com>; Daniel Clark<daniel@kpg.com>; Matt North <matt@kpg.com> Subject: RFP 019 - Barbed Wire Topper Attached please find the response to RFP 019. The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient,you are hereby notified that any review, retransmission, dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer.Thank You. The information contained in this email, including any attachments, is confidential and may be privileged. It is intended only for the person or entity to which it is addressed and no waiver is intended by sending this email. If the reader is not the intended recipient,you are hereby notified that any review, retransmission,dissemination or other use of, or taking any action in reliance upon this information is strictly prohibited. If you have received this email in error, kindly notify the sender by reply email and delete the original message from any computer.Thank You. 2 CITY Or Federal WayREQUEST FOR PROPOSAL ♦ Architecture Landscape Architecture #17 • Civil Engineering • DATE: June 5, 2018 CON I RACT NO AG-16-006 PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: Conc. Steps at Parcel#23 SPECIFICATION 8-14 PLAN REF: Plan Sheet 39 & 86 REF: ATTACHMENTS: Plan sheet 86 mark up TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten (10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: During the course of the project Graham had submitted RFI #398 in regards to the steps shown per pan sheet #86 at parcel #23 or approximately STA 41+40 LT. The RFI asked the question if steps were necessary as drawn up and Graham had proposed a different solution which incorporated a transition to the existing parcel within wall#3.We agreed and asked Graham for pricing.Graham provided pricing but now the wall and sidewalk are built in this area we have found that the"per plan"nor Graham's initial proposal will work. This RFP is being presented to get another price from Graham for another solution.As disused in the field with Graham representative Seth Crites. This solution will build a level landing that matches Graham's initial elevations but will be slightly larger and shift the landing south approximately four feet(4')in order to avoid the sidewalk curb ramp in the area. The attached marked up plan sheet shows the basic concept of the solution and per Seth Crites request we are presenting Graham this RFP in order for Graham to forward price this work. The intent is to provide pricing in a Lump Sum fashion as the original bid item showed for a complete work. MATERIAL: Materials have not changed from the original spec requirements merely the orientation of them. MEASUREMENT AND PAYMENT: Per lump sum including any and all form work,materials,labor,and equipment to complete the sidewalk to steps transition at Parcel#23. By:Daniel Clark,KPG Inc. Date: June 5,2018 CC: John Mulkey,City of Federal Way IS ist9 . Ill ,,_- , \ .... . ---- 2-----.---H----___ S I. Immm...... Aik ri • '. -:---: --_. - • • - - -71,14*41. 11 2 cu> .... - , 0 - sall Z*4 az E -" : h µms . ct e11114 .i. /� Ili �. F- 8 U lig ih d CO I Nr 4z I t • - 4 ik I ctS % . ,._ Nt. 1 , , \ , , ‘ , jiiT,I , i a 1 IiI-L1 . I t 0 CV I r / fir) 0/ X N I.. . I / Q U o CO / E CZ .. Z CU AM COST(GRAHAM OPOSAL June 26,2018 Page 1 of 1 Graham Contracting Ltd. 13555 SE 36th Street,Suite 120 Phone: Bellevue,Washington,U.S.A.98006 Fax: Project Number: W16051 Owner Project#: AG#16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Graham Cost Proposal#15 Occurrence Date: 2018/06/26 Description: RFP No. 17- Parcel 23 Concrete Steps Revision Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Comments Attached please find Graham's estimated credit to the City of Federal Way associated with the Changes to Parcel 23. As shown on the attached breakdown,the net effect of the estimated costs is a credit to the City of$1,074.11. Cc Graham Contracting Ltd. (Attn: Dan Zimmerman; Edward Schepp; James Gunther;Jason Bottemiller; Seth Crites;Thrall Hershberger); KPG (Attn: Daniel Clark; Kelly Clark; Matt North;Travis Watt); Per: Dan Zimmerman, Project Manager (GA HAM Pacific HWY HOV Lanes Phase 5 6/19/2018 RFP 017 -Parcel 23 Transition to Sidewalk DRAFT Aggregate Inefficiency/ Work Description/Operation Man Hours Hourly Rate Overtime Extension (ST) Graham Labor 1 Grade and compact base 2 $ 65.19 $ - - $ 130.38 2 Form Walkway 8 $ 65.19 $ - $ 521.52 3 Pour and Finish Walkway 8 $ 65.19 $ - $ 521.52 4 Strip/Sack and Patch 6 $ 65.19 $ - $ 391.14 S - $ - 5 Subtotal Labor 24 $ - $ 1,564.56 Subs&Services QTY U/M Unit Rate Extension 6 4'Single Swing Gate(includes fittings and hardware,no posts) 1 EA $ 208.00 $ 208.00 7 8 Subtotal Subs&Services $ 208.00 Materials QTY U/M Unit Rate 9 Expansion joint(between thickened walk and new walkway 12.00 SF $ - $ - 10 Class 3000 Concrete 1.25 CY $ 71.00 $ 88.75 11 Short Load surcharge 1 EA $ 150.00 $ 150.00 12 Basalite Fast Patch 4.00 EA $ 25.62 $ 102.48 13 $ - 14 15 Subtotal Materials $ 341.23 Equipment HRS Hourly Rate 16 HD 2500 Crew Truck 10 $ 21.55 $ 215.50 17 $ - 18 $ - 19 — $ 20 $ - 21 Subtotal Equipment $ 215.50 Field Supervision HRS Hourly Rate 22 23 24 Subtotal Overhead S - Markups 25 Labor (29%of line 5) $ 453.72 26 Subcontractors (12%of line 8) $ 24.96 27 Equipment (21%of line 21) $ 45.26 28 Material (21%of line 1_5) $ 71.66 29 Services (21%of line 24) $ - 30 Subtotal Markups $ 595.60 31 TOTAL ESTIMATED COST $ 2,924.89 32 CONCRETE STEP CREDIT(BI A159) $ (4,000.00) 33 TOTAL CREDIT $ (1,075.11) REQUEST FOR CG �M INFORMATION #398 March 23,2018 Page 1 of 2 Graham Contracting Ltd. 13555 SE 36th Street,Suite 120 Phone: Bellevue,Washington, U.S.A.98006 Fax: Project Number: W16051 Owner Project#: AG#16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Type: Information Occurrence Date: 2018/03/23 Description: RFI 398 - Follow Up to RFI 355 Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Request Graham sent RFI 355 on February 2, 2018. As of March 22, 2018, Graham has still not seen a response to this RFI which proposed leaving the existing concrete steps at parcel 23 in place and deleting the proposed concrete steps detailed on Sheet 39. Since this RFI was sent, Graham has installed wall 3 and has a more detailed plan for leaving the existing concrete steps in place. Graham proposes adding concrete blocks to fill in between wall 3 and the existing steps on the north and south side of the steps. The thickened edge walk on top of wall 3 will be extended over these added blocks and the top of sidewalk will be matched with the top of the second existing step. Please advise if the city would like to pursue this change. G� �A� REQUEST FOR INFORMATION #398 March 23,2018 Page 2 of 2 Graham Contracting Ltd. 13555 SE 36th Street,Suite 120 Phone: Bellevue,Washington,U.S.A.98006 Fax: Answer ANSWERER or RESPONDENT Print name: Signature Date Cc City Of Federal Way(Attn:John Mulkey), (253)661-4075; Graham Contracting Ltd. (Attn: Dan Zimmerman; Edward Schepp;James Gunther;Jason Bottemiller; Samuel Juneau;Seth Crites;Thrall Hershberger); KPG (Attn: Ken Gunther; Matt North;Travis Watt); Please respond by no later than Mar 29,2018 Per: Seth Crites, Project Coordinator .//\. OREGON PORTLAND WASHINGTON WOODINVILLE MASONS SUPPLY (800)537-3407 (800)537-6216 MASCO PH(503)234-4321 PH(425)487-6161 Northwest Owned For Over 90 Years 1111111111111111111111 FAX(503)234-5606 FAX(425)402-3676 www.masco.net CLACKAMAS,OR WEST EUGENE,OR EUGENE,OR HILLSBORO,OR MEDFORD.OR RIDGEFIELD,WA SALEM,OR SEATTLE,WA TACOMA,WA • ph 503-722-1528 ph 541-683.1408 ph 541-744-6696 ph 503-533-0107 ph 541-772-6161 ph 360-887-4777 ph 503-585-5504 ph 206-767-4645 ph 253-581-6161 fax 503-722-1569 fax 541-683-1956 fax 541-744-2302 fax 503-533-0407 fax 541-772-4752 fax 360-887-3048 fax 503-585-6732 fax 206-767-4696 fax 253-588.4272 ARCHITECTURAL CONCRETE: •COLOR I IARUI-NL HS/HLI-CASES&STAINS ( •INTFGRAI COI OH ( •SURFACE RETARDERS T •TEXTURE MAT/STAMPS CONCRETE CHEMICALS&POWDERS: M �l J , ( •CEMENT AND PREMIX cxI4m1 • •CLEANERS FOR CONCRETE LC/n 7L � S^4AA�1 l� •CONCRETE ADMIXTURES C• f0 F V 1 •CONCRETE REPAIR VERTICAL,HORIZONTAL, OVERHEAD&QUICK SET • •CURING AND SEALING COMPOUNDS L-1 `J L)(l' •S 1 •EPDXY ADI IESIVES,ANCIIORING.BONDING l 'T 2,40�•71 AGENTS AND COATINGS F w1� •FIBERS FOR CONCRETE �/`� ,f ( •FORM RELEASES _l S: I - �� Y11, •GROUTS AND HARDENERS �wQvj �(�(� ---- ) •SAND r,_.,w.�_ I CONCRETE FORMING ACCESSORIES, Enc1$, (yn(, ( •CASTINTACT ` •COLLMN AND FORM TREATMENTS `LL 1 •CURING BLANKETS ti) •ACCESS ODORS.HATCHES&SMOKE VENTS •FASTENERS •FLOOR PROTECTION 1 •ECRM LINERS •FORMING HARDWARE WC, 'G \f1 3 I •INSERTS W ` [ •PLYWOOD •PRECAST LIFTING&ACCESSORIES •REBAR SPLICING , •REINFORCING BAR&MESH �( •SCREED RAILS '` •SNAPTICS AND ACCESSORIES • •SONOTI/RF •TILT-UP •TRENCH DRAIN 0. •W'ATERSIOP 4-41-4 ---1 7 - MASONRY SPECIALTIES: ' •BRICK WALL TIES 1 ` •CLEANERS FOR MASONRY L V:46 •COLOR AND ADMIXTURES // •FLASHING AND WATERPROOFING �YG� •JOINT REINFORCING lilt •MORTARS •SEISMIC ANCHORS MECHANICAL&CHEMICAL •VAPOR BARRIER • •WALL TIES AND REINFORCING SUSGRADE PRODUCTS: •GEOTEXTILE FABRIC AND SILT FENCE •INSULATION •SAFETY FENCE •SHEET MEMBRANE •VISQUEEN , TOOLS: . •ABRASIVE AND DIAMOND BLADES •CONCRETE PLACING AND FINISHING •MASONRY PLACING AND FINISHING . ' •POWER TROWELS,SCREEDS.MIXERS, ' GRINDERS,VIBRATORS.GROUT PUMPS AND PLATE COMPACTORS •REBAR CUTTERS AND BENDERS •SAFETY SUPPLIES WATERPROOFING: •BENTONITE WATERPROOFING •CEMENT WATERPROOFING •CLEAR WATER REPELLENTS •DRAINAGE BOARDS •EXPANSION/CONTROL JOINT SEALANTS •LIQUID WATERPROOF&DAMPPROOF RENTAL AND SALES OF: ' •ADJUSTABLE RADIUS WALERS •ALUMINUM BEAMS •CAM LOCK FORM BRACKETS T- - � •CIRCULAR STEEL COLUMN FORMS •DONA FRAMAX , •DONAFRAMI •DONA\1F240 ROLLBACK •DONA PLATFORM K • •EURO CLAMP WALL FORMS •HANDSET FORMS •ISCHEAFCK MFOA SHORE HO ALUMINUM •ISCHEBECK TITAN HV DROPHEAD SHORING •OVERHANG BRACKETS •POSI SHORE - . •RADIUS WALL FORMING •SAFETY RAIZ.POST •SHE BOLTS AND TAPER TIES •SHORING •SOLDIER B-AM •STEEL FORMS •STEEL PLY •STEEL SHORING FRAMES •STEEL WALERS •TILT UP BRACES AND ACCESSORIES SUPPLYING YOUR CONCRETE AND MASONRY NEEDS OWASHINGTON MASONS SUPPLY PORTLAND WOODINVILLE (800)537-3407 (800)537-6216 MASCO PH(503)234-4321 PH(425)487-6161 Northwest Owned For Over 90 Years FAX(503)234-5606 FAX(425)402-3676 www.masco.net CLACKAMAS OR WEST EUGENE OR EUGENE,OR HILLSBORO,OR MEDFORD,OR RIDGEFIELD,WA SALEM OR SEATTLE,WA TACOMA.WA ph 503-722-1528 ph 541-683.1408 ph 541.744.6696 ph 503-533-0107 ph 541-772-6161 ph 360-887-4777 ph 503-585-550-4 ph 206-767-4645 ph 253-581-6161 fax 503-722-1569 fax 541-683-1956 fax 541-744-2302 fax 503-533-0407 tax 541-772-4752 fax 360-887-3048 fax 503-585-6732 fax 206-767-4696 fax 253-588-4272 ARCHITECTURAL CONCRETE: •COLOR HARDENERS/RELEASES&STAINS •INTEGRAL COLOR •SURFACE RETARDERS •TEXTURE MAT/STAMPS CONCRETE CHEMICALS&POWDERS: •CEMENT AND PREMIX •CLEANERS FOR CONCRETE •CONCRETE ADMIXTURES •CONCRETE REPAIR VERTICAL,HORIZONTAL. OVERHEAD&QUICK SET •CURING AND SEALING COMPOUNDS •EPDXY ADHESIVES,ANCHORING,BONDING ' AGENTS AND COATINGS •FIBERS FOR CONCRETE •FORM RELEASES •GROUTS AND IARUENERS LG ha •SND a.1IC CONCRETE FORMING ACCESSORIES: /�(,� v 1 ..� •CASTINTACT• T�TV•' ' 6 W •CURING BLANKETS MN AND FORM TREATMENTS ��T ;r( Prp• S;c�..t,�al k •ACCESS DOORS,HATCHES&SMOKE VENTS •FASTENERS •FI OOR PROTECTION •t )(-!'L s+.Int irn 9t.. J •FORM LINERS •FORMING HARDWARE / e��••� C a/ •INSERTS L AppTok'C�.IIntnSa nS� �XS} •PLYWOOD \`\ \\` •PRECAST I IFTING&ACCESSORIES •REBAR SPLICING ( `f ---- ^'- •REINFORCING BAR&MESH •SCHEEU RAILS •SNAPTIES AND ACCESSORIES •SONOTUBE •TILT UP •TRENCH DRAIN •WAIENSFOP _ • Prop06cd St-G4-W0',•1tc MASONRY SPECIALTIES: '- ff li --- •BRICK WALL TICS •CLEANERS FOR MASONRY •COLOR AND ADMIXTURES •FLASHING AND WATERPROOFING • •JOINT REINFORCING •MORTARS ( I •SEISMIC ANCHORS MECHANICAL&CHEMICAL •VAPOR BARRIER •WALL TIES AND REINFORCING SUBGRADE PRODUCTS: •GEOTEXTILE FABRIC AND SILT FENCE •INSULATION •SAFETY FENCE •SHEET MEMBRANE •VISQUEEN TOOLS: •ABRASIVE AND DIAMOND BLADES •CONCRETE PI ACING AND FINISHING •MASONRY PLACING AND FINISHING •POWER TROWELS,SCREEDS,MIXERS, 'f GRINDERS,VIBRATORS,GROUT PUMPS AND -__ PLATECTER •REBAR CUTUTTERSS AND BENDERS •SAFETY SUPPLIES WATERPROOFING: (� •BENTONITE WATERPROOFING 1\1 •CEMENT WATERPROOFING V !� •CI FAR WATER HEPFI I EATS •DRAINAGE BOARDS • •EXPANSION/CONTROL 101NT SEALANTS •LIQUID WATERPROOF&DAMPPROOF RENTAL AND SALES OF: •ADJUSTABLE RADIUS WALERS •ALUMINUM BEAMS •CAM LOCK FORM BRACKETS •CIRCULAR STEEL COLUMN FORMS •DOKA FRAMAX •DONA FRAMI •DOHA MF240 ROLLBACK •DOKA PLATFORM K • •EURO CLAMP WALL FORMS •HANDSET FORMS • •ISCHFRFCK MEGA SHORE HD Al UMINUM • • •ISCHEBECK TITAN HV OROPHFAD SHORING • • • - • •OVERHANG BRACKETS •POST SHURE - •RADIUS WALL FORMING •SAFETY RAIZ POST • • ,• •SHE BOLTS AND TAPER TIES • •SHORING • •SOLDIER SEAM r •STEEL FORMS •STEEL PLY •STEEL SHORING FRAMES •STEEL WALERS •TILT-UP BRACES AND ACCESSORIES SUPPLYING YOUR CONCRETE AND MASONRY NEEDS in RETURN TO: PW ADMIN EXT: 2700 ID #: T757 :� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ `i r .� e --1`'1 ` A r 2. ORIGINATING STAFF PERSON: , [7 6`1 !,1 L'✓ I i�. N EXT: 2 7 Z ` 3. DATE REQ. BY: hskp _ 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION i%CONTRACT AMEN MENT(AG#): ❑ INTERLOCAL ❑ OTHER UW14,t4.^ .t r b 4. PROJECT NAME: 161-e' ►" c- Uw M S AV LA -L6 �/!l�' SL V 5. NAME OF CONTRACTOR: C Iq I /,.-I ADDRESS: i3 i %' t!!� v t t9 t TELEPHONE: V Z f'- G'/- 3 9/ E-MAIL: FAX: SIGNATURE NAME: j� L �[ TITLE: 6W yS .L''Ijie s rr.iK 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # 0 if/ V o-? L5 BL, EXP. 12/31 / UBI # 60/ '104 tip' % . EXP. 7. TERM: COMMENCEMENT DATE:2�,2 COMPLETION DATE: UPC4- LiO i't l`•y•^ 8. TOTAL COMPENSATION: $ 17 9 q Z6/ T Q �7 Z Q 4 fry_ (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES j.NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES "0 IF YES, $ PAID BY. ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE TO: 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 51 PROJECT MANAGER DIVISION MANAGER DEPUTY DIRECTOR ql DIRECTOR 2 I ❑ RISK MANAGEMENT (IF APPLICABLE) ip LAW DEPT 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING 5CQnrl.ecL-6 -;�t OVOA ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: $ - aZ - I% DATE REC'D: `b U ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED T *AG#' -SIGNATORY (MAYOR O IRECTORL LERK WWINED AG # D COPY RETURNED DATE SENT: '"I R COMMENTS: EXECUTE " V ORIGINALS (/2018 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 16-115 08 3/19/2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: During the construction of the project it was determined there was an error in the description for Bid Item A149 "Sliding Gate with 36" Opening" in the bid schedule, which was bid per the bid items description, when gates with 36 -foot gates were required. A new bid items for 36' gates is created in order to match existing conditions. Additionally it was noted that all fences called out were 4 -foot fences, where in many locations a 6 - foot fence was required. Per Graham's response to RFP #13 and RFP #16 the switch from 4 -foot fences to 6 - foot fences will be done at no cost change. The City is adding two new bid items to Schedule A to compensate Graham for the installation of the new gates. Locations requiring new 36' sliding gates are Driveway 18, 19, and 38. Locations requiring 36' double swing gates are Driveway 23 and 24. The current bid item A149 "Sliding Gate with 36" Opening" will be reduced to one and that bid item will be used to pay for installation of a 36" swing gate to access the new steps installed at approximate station 40+40 RT. Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 1.) 2.) 3.) Schedule A — Existing Bid Item A149 "36" Sliding Gate", quantity will be reduced by 4 The unit cost for this Bid Item is $500.00 per each. The new quantity is 1 each. The total change amount for this item is a decrease of $2,000.00; Schedule A — Add new bid item C.O.08 - A01 "Double Swing Gate with 36 -foot Opening" The unit cost for this Bid Item is $4,032.00.00 per each. The quantity is 2 each. The total change amount for this item is an increase of $8,064.00 Schedule A — Add new bid item C.O.08 - A02 "Sliding Gate with 36 -foot Opening" The unit cost for this Bid Item is $3,976.00.00 per each. The quantity is 3 each The total change amount for this item is an increase of $11,928.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by -Q 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 CHANGE ORDER AGREEMENT 1 4/17 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM Existing Change TY UNIT PRICE ADD or DELETE Change Item Total Additions C.O.08 —AOI Double Swing Gate with 36 -foot Opening 0 2 $4,032.00 ADD $8,064.00 C.O.08 — A02 Sliding Gate with 36 -foot Opening 0 3 $3,976.00 ADD $11,928.00 ADD Sub Total = Deducts A149 Sliding Gate with 36" Opening 5 4 1 DELETE ($2,000.00) DELETE DELETE Sub Total = Add = Delete = Total Chane $19,992.00 ($2,000.00) $17,992.00 TOTAL NET CONTRACT: INCREASE $17,992.00 DECREASE$( 0.00) STATEMENT: Payment for the above work will be in accordance with applicable portions ofthe standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $16,700,526.60 PREVIOUS CHANGE ORDERS $ 52,210.39 THIS CHANGE ORDER $ 17,992.00 NEW CONTRACT AMOUNT $16,770,728.99 LA gl,.,/$ z CTOR'SSIGNATURE DATE MA WAN SALLOUM P.E., DATL DIRE TOR PUBL WORKS DEPARTMENT CHANGE ORDER AGREEMENT 2 4/17 CITY of Federal Way REQUEST FOR PROPOSAL ozk-L' #16 DATE: PROJECT NAME SUBJECT: May 22nd, 2018 CONTRACT NO.: AG -16-006 I? cm ♦ Architecture 1 andscapc Archi[ccture ♦ Civil Engineering Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) Double Swing Gate, 14' and 36' widths SPECIFICATION 8-12 PLAN REF: Revised Plan Sheets REF: ATTACHMENTS: WSDOT Detail L31.10-02 for 14' double swing gate Detail for 36' double swing gate TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten (10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: The contract plans call for 36' wide sliding gates at various locations on the project site. However, sliding gates are not feasible at some locations due to the constraints of the new grades. The City of Federal Way is considering a change to a double swing gate in 14' and 36' widths. Please review the attached details and provide pricing for all the work and materials necessary to install double swing gates in 14' and 36' widths. The final quantity of each gate is unknown, but the current discussion of the issue suggests that double swing gates will be needed at the following locations; Driveway D23 STA 43+25 RT Driveway D24 STA 44+75 RT Driveway D40 STA 495+50 LT MATFRIAI.- 36' double swing gate 36' double swing gate 14' double swing gate per WSDOT detail Materials shall be submitted and approved for use by the engineer. MEASUREMENT AND PAYMENT: A Change Order will be written at a later time. The price of the new bid item will be reached by negotiation with the Contractor based upon comparable pricing data. By: Travis Watt CC: John Mulkey Date: 05/17/18 r 36' 17/8" frame, C I S/8" Truss \ l / 0 72" _C L lT O 6 6/811 post m 2 f x 11 v •av a p.a:u. d a °.a °,°p• ?o °p vo v I Ell 9•n a•p � °P'p O :`�P Q•'p0'p e�•v•a p o•v .p. °Q•Oo p P: P. p. O:a d °v -p P.• a 'p •0••4 p P a• D•aP.� 4 p 48" � P: a 7 a.•O a p O °.p. 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Z {L = 2 f U_ 12 'o v boa J ZW. m Oa:. � 1 W H W 7 O O p w a z a O W o GRAHAM COST PROPOSAL June 11, 2018 Page 1 of 1 Graham Contracting Ltd. 13555 SE 36th Street, Suite 120 Phone: Bellevue, Washington, U.S.A. 98006 Fax: Project Number: W16051 Owner Project #: AG #16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Graham Cost Proposal #14 Occurrence Date: 2018/05/31 Description: RFP 016 -Double Swing Gate Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Comments Attached please find Graham's response to RPF 016 for double swing gates. Graham proposes to add an item to the Bid Schedule A for (2) 36' Double Swing Gates at a unit price of $4,032.00 per each. Section 7-06.3(7) of the Special Provisions already indicated a 14' gate was to be provided for the storm water pond access. Since no detail for a 14' gate was provided, Graham assumed it to follow WSDOT Detail L31.10-02 and budgeted accordingly. Graham considers this a no cost change already included in the lump sum pricing for the storm water detention pond (A085). Cc Graham Contracting Ltd. (Attn: Dan Zimmerman; Edward Schepp; James Gunther; Jason Bottemiller); KPG (Attn: Daniel Clark; Matt North); Per: Seth Crites, Project Coordinator A A a Tr ,. r, r L Pacific HWY HOV Lanes Phase 5 6/712018 ESTIMATE - Double Swing Gates DRAFT Aggregate Inefficiency / Work Description / Operation Man Hours Hourly Rate Extension Overtime (ST) Graham Labor 1 $ - $ 3 $ - _ $ - 4 - - $ - $ - 5 $ - $ - 6 Subtotal Labor $ - $ - 7 8 Subs & Services QTY U/M Unit Rate Extension 9 Furnish and Install 36' Double Swing Gate DW 23 1 EA $ 3,600.00 $ 3,600.00 $ 3,600.00 $ 3,600.00 10 Furnish and Install 36' Double Swing Gate DW 24 1 EA 11 12 Subtotal Subs & Services $ 7;200.00 13 14 Materials QTY U/M Unit Rate 15$ - 16 —_ $ - 17 $ - 18 $ - 19 $ 20 $ 21 Subtotal Materials $ 22 23 Equipment HRS Hourly Rate 24 $ 25 -- $ 26$ - 27 $ 28 $ 29 Subtotal Equipment $ - 30 31 Field Supervision HRS Hourly Rate 32 33 34 Subtotal Overhead $ 35 36 Markups 37 Labor (29% of line 6) $ - 38 Subcontractors (12% of line 12) $ 864.00 39 Equi ment (21 % of line 34) $ 40 Material (21 % of line 21) $ 41 — - $ - 42 Subtotal Markus $ 864.00 43 TOTAL ESTIMATED COST $ 8,064.00 44 UNIT PRICE: 36' DOUBLE SWING GATE (EA) $ 4,032.00 Independent Price Proposal KING -I ,1 .\ I I I ACUNIA Project Name: PAC HWY HOV PH5 Project No: STPUL-0099 (126) Item No.: RFP #016 Date: 6/15/2018 Description of Work: Per RFP #016 - Graham was asked to install (2) 36 foot double swing gates, 1 at DW #23, and 1 at DW #24. Matt North called and talked to Nick the estimator at Quality Fence Builders (253) 939-8533. He quoted over the phone a price range of $2,800 to $3,200 for a Black Powder- coated Gate meeting WSDOT Gate Details L30.1, supplying and installing the gate with American steel products. Work by Subcontractor?: Yes Prime Contractor: Graham Sub-Contractor: Secoma Fence INC LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT S - S S - SUBTOTAL-LABOR: $ - LABOR OVERHEAD & PROFIT @ 29% $ - LABOR TOTAL $ EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT S S - $ SUBTOTAL- EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21 % $ EQUIPMENT TOTAL $ - MATERIALS DOLLAR MATERIALS INVOICE # QUANTITY UNIT PRICE AMOUNT Quantities as measured in the field SUBTOTAL - MATERIALS S MATERIALS OVERHEAD & PROFIT @ 21 % $ MATERIALS TOTAL $ SUBCONTRACTOR DOLLAR SUBCONTRACTOR Invoice QUANTITY UNIT PRICE AMOUNT Quality Fence Inc. Quote 2 EA $ 3,200.00 $ 6,400.00 $ Quantities as measured in the field SUBTOTAL-SUBCONTRACTOR $ 6,400.00 SUBCONTRACTOR MARKUP @ 12% $ 768.00 SUBCONTRACTOR TOTAL $ 7,168.00 Verification of Hours Worked: SHEET TOTAL: $ 7,168.00 Contractor's Representative Date Owner's Representative Date Pay Estimate Entered: Date: 6/15/2018 By: CITY OS :NFederal WaY REQUEST FOR PROPOSAL #13 DATE: February 21, 2018 CONTRACT NO.: AG -16-006 KPG ♦ Architecture Landscape Architecture ♦ C'i%il Fngincering PROJECT NAME: Pacific Highway S HOV Lanes Phase 5 (S 340th Street to S 359th Street) SUBJECT: Wall Fence Revision 4ft to 6ft SPECIFICATION 8-12 REF: PLAN REF: Revised Plan Sheets 90, 92, 93, 96 ATTACHMENTS: Marked up sheets 90, 92, 93, & 96 TO: GRAHAM CONTRACTING Provide proposal and time impact analysis, within ten (10) days or as stated above for the scope of work described: NOTE: This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE: The current plans call for a 4 foot high Black Vinyl Coated Chain Link Fence (BVCCLF) on top of the proposed walls. There are a couple of walls and one property fence that need to be 6 feet high (See attachments). Wall 6 o Install - 306 LF of 6 foot high BVCCL Fence (WSDOT Std Plan L-20.10-03, Type 3) Wall 15 o Install z 342 LF of 6 foot high BVCCL Fence (WSDOT Std Plan L-20.10-03, Type 3) Tire Shop at 340"' (Lot 62) o Install z 93 LF of 6 foot high BVCCL Fence (WSDOT Std Plan L-20.10-03, Type 3) and provide 36ft sliding gate (Black Vinyl Coated) at Driveway #38. MATFiUTAT . Materials shall be submitted and approved for use by the engineer. MEASUREMENT AND PAYMENT: A Change Order will be written at a later time. The price of the new bid item will be reached by negotiation with the Contractor based upon comparable pricing data. By: Melvin Carden CC: John Mulkey Date: 01/25/18 .o ri No Z m Sw Us W cu U� u �w io c O�00000®o®000 o N 133HS 09+69 VIS 3NIl H31VW os cob OW! p ❑ W C 47. 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WCL o z o � + ;x; o z L -4 M M z GRAHAM COST PROPOSAL March 19. 2018 Page 1 of 2 Graham Contracting Ltd. 13555 SE 36th Street, Suite 120 Phone: Bellevue, Washington, U.S.A. 98006 Fax: Project Number: W16051 Owner Project #: AG #16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Graham Cost Proposal #10 Occurrence Date: 2018/03/19 Description: RFP No. 13 - Wall Fence Revision 4ft to 6ft - Estimate Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Name: KPG Address: 3131 Elliot Ave Suite 400 Seattle, WA 98121 Phone: (206) 286-1640 Fax: Attention: Ken Gunther Comments Graham has evaluated the City's RFP No. 13 concerning the proposed change from a 4ft to 6ft chain-link fence at the locations identified in the request. In response to the City's request, Graham has prepared the attached cost proposal itemizing a no -cost change to the unit pricing of fencing for the changes detailed in RFP No. 13, however, Graham is requesting an adjustment to the contract price for the addition of the 36 -ft Gate. Graham's cost for providing the 36 -ft sliding gate is $3,550.00, and the net effect to the contract price of RFP No. 13, inclusive the credit for reducing the length of the fence at Lot 62 (Project STA 84+25 RT), is an increase to the total Contract Price by an estimated $2,968.00 as itemized on the attached cost estimate. Graham proposes to add an item to the Bid Schedule A for a 36 -ft sliding gate at the unit price of $3,868.00 per each and quantify the remaining changes outlined in RFP No. 13 though use of Bid Item No. A148 which will be reduced by an estimated 36 LF. L GRAHAM COST PROPOSAL March 19, 2018 Page 2 of 2 Graham Contracting Ltd. 13555 SE 36th Street, Suite 120 Phone: Bellevue, Washington, U.S.A. 98006 Fax: Cc Graham Contracting Ltd. (Attn: Cedric McIntosh; Dan Zimmerman; Edward Schepp; Jason Bottemiller; Jason Medley; Thrall Hershberger); KPG (Attn: Kelly Clark; Matt North; Travis Watt); Per: Dan Zimmerman, Project Manager Pacific HWY HOV Lanes Phase 5 3/19/2018 �s��r ESTIMATE - WALL FENCE REVISION 4FT TO 6FT AND ADDED 36FT GATE DRAFT Aggregate Inefficiency / Work Description / Operation Man Hours Hourly Rate Extension Overtime (ST) Graham Labor 1 $ - $ 2 $ - $ 3 $ - $ 4 - $ - $ $ - $ - 5 Subtotal Labor - $ - Subs & Services QTY U/M Unit Rate Extension 6 ADD - 36ft Gate Including Posts - Secoma Fence 1 EA $ 3,550.00 $ 3,550.00 7 DEDUCT - 46BVCCL Fence (Bid Item Rate) - Secoma Fence (777) _ LF $ 25.00 $ (19,425.00) 8 ADD - 6ft BVCCL Fence Bid Item Rate) - Secoma Fence 741 EA _ $ 25.00 $ 18,525.00 9 Subtotal Subs & Services $ 2,650.00 Materials QTY U/M Unit Rate 10 $ - 11 - $ 12 $ - 13- 14 15 Subtotal Materials $ Equipment HRS Hourly Rate 16 $ 17 $ _ 18 $ 19 - $ 20 $ - 21 Subtotal Equipment $ - Field Supervision HRS Hourly Rate 22 23 24 Subtotal Overhead $ - Markups 25 Labor 29% of line 5 $ - 26 Subcontractors 12% of line 7 _ $ 318.00 27 Equipment 21 % of line 21 - - $ - 28 Material �/o of line 15) $ _- 29 Services 21% of line 24 $ - 30 Subtotal Markus $ 318.00 31 TOTAL ESTIMATED COST $ 2,968.00 �s��r -)-N(71„ RETURN TO: PW ADMIN EXT: 2700 ID #: L t7 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIY: PUBLIC WORKS / 5 1 <t k 1r 2. ORIGINATING STAFF PERSON: -3 0� w Ll �j' Lj l LeA, EXT: Z 7 2-1, 3. DATE REQ. BY: 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ` O? CONTRACT AMEN MENT (AG#): (7-��5 ❑ INTERLOCAL ❑ OTHERo7 4. PROJECT NAME: �C G 011c - 14-f �..+ C U LA Y t�y�t V {/ rr 67rr-V� 5. NAME OF CONTRACTOR: ADDRESS: ~S t t v; TELEPHONE: E-MAIL: FAX: SIGNATURE NAME: p. TITLE: SW✓5l..�nr, 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBS ElPROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # Oft, 0 07 L 3 EXP. 12/31/ UBI # 6,P1 q0S' li 7 EXP. /BL, Z Ue 7. TERM: COMMENCEMENT DATE: [ S� COMPLETION DATE: tl, 8. TOTAL COMPENSATION: a_ 75 Z/ 73 L. (INCLUDE EXPENSES AND SALES TAX, IFA ) / _� (IF CALCULATED ON HOURLY LABOR CHARGE/ Al lAl tl J& rm ,ULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES aLNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES Od NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED /�y ❑ PURCHASING: PLEASE CHARGE TO: S L1� 7 t (t o-- id 5--s- s -3 y - s -d 9. DOCUMENT / CONTRACT REVIEW INITIAL/ DATE REVIEWED INITIAL / DATE APPROVED 'a PROJECT MANAGER ❑ DIVISION MANAGER i 2-Z ft sr DEPUTY DIRECTORA�� v DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) 5v LAW DEPT & t - v 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING -7-10- ""r� ' 7� ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDERINOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) ED ❑ NT c"I SIGNATORY (MAYOR O DIRECTO CITY CLERK ASSIGNED AG # AG# SIGNED COPY RETURNED DATE SENT: 9-" -�4 . COMMENTS: EXECUTE" 1, ORIGINALS Ya LkL �- �/ i Q 1/2018 d������ 4w o f' wdi k CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 16-115 7 July 27, 2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: During the construction of the project it was determined by Lakehaven Water and Sewer District that bid item #1330 — "Sampling Station" shall not be installed with this Contract. The City of Federal Way is deleting this bid item from the Contract with this change order. Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 1.) Schedule B — Delete bid item #1330 "Sampling Station' The unit cost for this Bid Item is $5,000.00 per each $475.00 is to be deducted from Schedule B tax total for 9.5% sales tax on 8030. The quantity is 1 each. The total change amount for this item is a decrease of $5,475.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by 0 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? CHANGE ORDER AGREEMENT 1 ❑ Yes ® No ❑ Yes ❑ No THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM Existing Qty Change QTY UNIT PRICE ADD or DELETE Change item Total Additions ADD ADD ADD Sub Total = Deducts B30 Sampling Station 1 -1 $5,000.00 DELETE $5,000.00 Schedule B 9.5% Sales Tax Total N/A N/A $475.00 DELETE $475.00) DELETE Sub Total = Add = Delete = Total Chane $0.00 $5,475.00) $5,475.00) TOTAL NET CONTRACT: INCREASE DECREASE ($5,475.00) STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT g?/Z7'h TURE DATE MARW 4N SALLOUM .E., DATE I DIREC R PUBLIC ORKS DEPARTMENT CHANGE ORDER AGREEMENT $16,700,526.60 $ 57,685.39 $ -5,475.00 $16,752,736.99 RETURN TO: PW ADMIN EXT: 2700 ID #: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIv: PUBLIC WORKS`/ 5f L� 1, -0— e- 2. ORIGINATING STAFF PERSON: J 1.�� �' W�2h EXT: Z 1 3. DATE REQ. BY: IfY & 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE % ❑ RESOLUTION % CONTRACT AMENDMENT (AG#): / �"-�i S� ❑ INTERLOCAL ❑ OTHER l.L/v�4 r�`ekt, 4. PROJECT NAME: 7G(C 1 1�.�t �,/'� 7� �'�~i �'Gr e �A 5. NAME OF CONTRACTOR: ADDRESS: / S B v,-t C� TELEPHONE: yt J E-MAIL: FAX: SIGNATURE NAME: Cf TITLE: 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO JIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # (9 91 LV 7Z; BL, EXP. 12/31/ / UBI # 611 Yd Alt 7 EXP. �131/�/ L�, 7. TERM: COMMENCEMENT DATE: !Q� /ZS /� COMPLETION DATE: �nr �, a 19-1 ti..-- 8. TOTAL COMPENSATION: $ jp / 6' 7S T I 9v �s Q� ���� 1 d ( (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HO Y LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES q,NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES Q►NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: > ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED la PURCHASING: PLEASE CHARGE TO: 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 4 PROJECT MANAGER ❑ DIVISION MANAGER _ )IZ,DEPUTY DIRECTOR J -W DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) )gAAW DEPT ilk 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ,N 1A DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED T C3--L�cbtl-HERT' SIGNATORY (MAYOR O IRECTO C CITY CLERK ASSIGNED AG # AG# Iulu ❑ SIGNED COPY RETURNED DATE SENT: ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE u t�° ORIGINALS 1/2018 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #16-115 6 May 29, 2018 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 3401h Street to S 3591h Street) Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This change addresses already paid Force Account Work that are over the bid item total quantity. The below identified Force Account Work was attributable to a number of reasons, some of which were described on individual force account sheets. Time associated with the additional work is identified in the below table. The total hours on the force account sheet and as allowed under the Contract Documents is the sum of the longest single duration of individual man hours per force account per bid item. The Contractor is only entitled to additional Contract Time to the extent such work affected the critical path as set forth in the approved Schedule. Unless fully executed by Contractor, this Change Order is offered without waiver of the City's rights, positions, and defenses. $ 433,671.88 808.75 $ 250,000.00 $ (224,828.50) 275.5 384.5 Added Days = 48.06 Working days are counted in whole or half days. As such, the total additional Contract Time is be 1 Total Hours Hours Hours Bid Item "IF OVER" $ Limit before after BI# Total Dollars on FA on FA Value Difference Date - FA Limit Limit A66 $ 8,369.49 12 $ 10,000.00 $ - N/A A136 $ 12,645.76 17.25 $ 15,000.00 $ - N/A A138 $ 3,256.35 28 $ 10,000.00 $ - N/A A172 $ 9,220.21 17 $ 10,000.00 $ - N/A 5/17/17 - FA A187 $ 84,239.86 150.5 $ 50,000.00 $ (34,239.86) #112 105.5 45 A188 $ 26,648.20 63 $ 20,000.00 $ (6,648.20) 4/26/17 - FA A207 $ 26,593.48 66.5 $ 5,000.00 $ (21,593.48) #85 22.5 44 2/16/17 - FA A209 $ 111,921.43 213.5 $ 20,000.00 $ (91,921.43) #43 31.5 182 B56 $ 35,747.92 49 $ 40,000.00 $ - N/A 49 0 B50 $ 17,675.63 24.5 $ 50,000.00 $ - N/A 24.5 0 B51 $ 5,279.82 11.5 $ 5,000.00 $ (279.82) 7/10/17 - FA C6 $ 6,373.20 19 $ 5,000.00 $ (1,373.20) #164 19 0 12/15/16- D13 $ 37,479.78 48.5 $ 5,000.00 $ (32,479.78) FA #23 11.5 37 5/5/17 - FA E4 $ 48,220.75 88.5 $ 5,000.00 $ (43,220.75) #173 12 76.5 $ 433,671.88 808.75 $ 250,000.00 $ (224,828.50) 275.5 384.5 Added Days = 48.06 Working days are counted in whole or half days. As such, the total additional Contract Time is be 1 rounded up to 48.5 working days. Additionally, those bid items that are time dependent are adjusted to add the associated working days and extend the total cost of those bid items or portion of the bid item total related to time by a ratio of 48.5/350 to determine the increased amount or portion of that amount of the individual bid items based on the lump sum breakdown. Also the one bid item that was based on days will have 48.5 days added to that bid item total per the table below. Total $47,980.36 The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 48.5 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 Changes to the Bid Schedule - Pacific Highway S HOV Lanes Phase V 1.) Schedule A - Existing Bid Item A10 - Field Office Building. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $4,157.14. The new Lump Sum Bid Item Bid Amount is $54,157.14. The total change amount for this item is an increase of $4,157.1 2.) Schedule A - Existing Bid Item Al2 - Traffic Control Supervisor. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $27,714.29. The new Lump Sum Bid Item Bid Amount is $227,714.29. The total change amount for this item is an increase of $27,714.29 3.) Schedule A - Existing Bid Item A15 - Other Temporary Traffic Control. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $12,471.43. The new Lump Sum Bid Item Bid Amount is $112,417.43. Est. BI # Description qty Unit Unit Price Total LSB Payment Cost Added cost Per For 48.5 1 time Per Day WD WD A10 Field Office Building 1 LS $50,000.00 $50,000.00 $20,000.00 $30,000.00 $85.71 $4,157.14 Traffic Al2 Control Supervisor 1 LS $200,000.00 $200,000.00 $0.00 $200,000.00 $571.43 $27,714.29 Other A15 Temporary Traffic Control 1 LS $100,000.00 $100,000.00 $10,000.00 $90,000.00 $257.14 $12,471.43 A95 ESC Lead 350 DAY $75.00 $26,250.00 N/A N/A 1 $75.00 $3,637.50 Total $47,980.36 The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by 48.5 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 Changes to the Bid Schedule - Pacific Highway S HOV Lanes Phase V 1.) Schedule A - Existing Bid Item A10 - Field Office Building. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $4,157.14. The new Lump Sum Bid Item Bid Amount is $54,157.14. The total change amount for this item is an increase of $4,157.1 2.) Schedule A - Existing Bid Item Al2 - Traffic Control Supervisor. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $27,714.29. The new Lump Sum Bid Item Bid Amount is $227,714.29. The total change amount for this item is an increase of $27,714.29 3.) Schedule A - Existing Bid Item A15 - Other Temporary Traffic Control. The Lump Sum Amount for this Bid Item is increased. The new amount is increased by $12,471.43. The new Lump Sum Bid Item Bid Amount is $112,417.43. The total change amount for this item is an increase of $12,471.43 4.) Schedule A — Existing Bid Item A95 — ESC Lead. The unit cost for this Bid item is unchanged. The quantity is increased by 48.5 Days. The new quantity is 398.5 Days. The total change amount for this item is an increase of $3,637.50 TOTAL NET CONTRACT: INCREASE $ 47,980.36 DECREASE THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM Existing QTY Change Quantity UNIT PRICE Chane ADD or DELETE Change Item Total Lum Sum Additions A10 Field Office Building 1 0 $4,157.14 ADD $4,157.14 Al2 Traffic Control Supervisor 1 0 $27,714.29 ADD $27,714.29 A15 Other Temporary traffic Control 1 0 $12,471.43 ADD $12,471.43 Unit Q anti Increases ITEM NO ITEM Existing QTY Change Quantity Unit Price A95 ESC Lead 350 48.5 $75.00 ADD $3,637.50 Add = Delete = Total Change $47,980.36 0 $47,980.36 STATEMENT: Payment for the above work will be in accordance with applicable portions ofthe 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 ofconstruction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT PUBLIC WORKS DEPARTMENT DATE [�3�2�18 DATE $ 16,700,526.60 $ 9,705.03 $ 47,980.36 $ 16,758,211.99 RETURN TO: PW ADMIN EXT: 2700 ID #: CITY OF FEDERAL WAY, JL, AW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ ` LL j —C O IGS �r 2. ORIGINATING STAFF PERSON: J otl t, (" Vl. � t� EXT: Z 1 Z _ 3. DATE REQ. BY: A 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE r r ❑ RESOLUTION SO CONTRACT AMENDMENT (AG#): J _ ❑ INTERLOCAL ❑ OTHER (C�� 4. PROJECT NAME:—/C- C^ C /'III C 14 y, J �/ fely �cv�/C ` E'� V 5. NAME OF CONTRACTOR: �:yi Gh �n F Il:. f !� r ADDRESS: .f- S S l , e�C IiiN�� y �� , tw /� �J �'/.� fJ TELEPHONE: ilL 5-- /'9 E-MAIL: FAX: SIGNATURE NAME: 4, e z / ��. TITLE:C.M. 05 1" 6. EXHIBITS AND ATTACHMENTS:1>4 SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # ?, -SBL, EXP. 12/31/ UBI # b N Y0741 t° 7 , EXP. 7. TERM: COMMENCEMENT DATE: U/Z ��� COMPLETION DATE: / C7i i%G9. 8. TOTAL COMPENSATION: $ No C/vial-((_ l 16, 7/0)-Z-3 Ij 5 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE -ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES p. NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES CXNO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: / ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED � PURCHASING: PLEASE CHARGE TO: 3 G, ., y'fVc � s -5 y s"-3 0 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED X PROJECT MANAGER V0` Nn ❑ DIVISION MANAGER _ A DEPUTY DIRECTOR � � y � ® DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) _ i6 LAW DEPT 10. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING p X SENT TO VENDOR/CONTRACTOR DATE SENT: b DATE REC'D: 10. ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/ DATE SIGNED T -fl—Taicvr'vT'cr i _ IGNATO RY (MAYOI�OR DIRECTOR) _ ' CITY CLERK w .i NOS►/+,Y� ASSIGNED AG # AG# SIGNED COPY RETURNED DATE SENT: a 'B-��l$i iF (iR ir:iTtir e i COMMENTS: EXECUTE " " ORIGINALS 4/2017 AG #16-115 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 61, CHANGE ORDER NUMBER Pacific Highway South HOV Lanes Phase V (S 340th Street to S 359th Street) PROJECT TITLE SUMMARY OF PROPOSED CHANGES: 9/12/2016 EFFECTIVE DATE Graham Contracting, Ltd. CONTRACTOR Per Section 5-04.3(22), HMA will be used within the traveled way for temporary paving and cold mix is allowed for any temporary paving outside the traveled way. Due to the difficulties of obtaining small quantities of HMA for temporary patching (which included night work due to minimizing traffic disturbance on SR99), Graham Contracting Ltd. requested to utilize cold mix in lieu of Hot Mix Asphalt (HMA) for temporary pavement within the traveled way. The City of Federal Way agreed to allow Graham to utilize cold mix in lieu of HMA for temporary paving for patch work throughout the site. This change is being written to provide direction to the contractor that under bid item A41 "Temporary Pavement," cold mix will be allowed to be placed in the traveled way in lieu of HMA. There is no cost associated with this material substitution as cold mix and HMA are both to be paid under bid item A41. This is a no cost change order. 2. Graham Contracting Ltd. requested to substitute Gravel Borrow with Crushed Surfacing Base Course (CSBC) for storm sewer and water main installation and also issued RAM -128 proposing to substitute Pipe Zone Bedding (PZB) with CSBC for storm sewer and water main installation. Ken Gunther (KPG) agreed to Graham's request as the CSBC meets the specification requirements for PZB and meets the specification requirements for Gravel Borrow. There is no cost associated with the change as PZB is incidental to the bid items for storm pipe and water main installation and CSBC used in lieu of Gravel Borrow shall be paid as Gravel Borrow for storm sewer installation (Gravel Borrow is incidental to the bid item for water main installation). There is no cost change associated with this material substitution. This is a no cost change order. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by -Q 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 TOTAL NET CONTRACT: INCREASE $ 0.00 DECREASE 0.00 STATEMENT: Payment for the above work will be in accordance with applicable portions ofthe standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT S 16,700,526.60 PREVIOUS CHANGE ORDERS $ 9,705.03 THIS CHANGE ORDER $ 0.00 W CONTRACT AMOUNT $ 16,710,231.63 auto 09 ' SHI RE DATE MARW N SALLOUM P.E., DA DIRECTOR PUBLIC WORKS DEPARTMENT ?-Jzl1g N RETURN TO: PW ADMIN EXT: 2700 ID #: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS /+" 7 +"r'p- e.1-> p 2. ORIGINATING STAFF PERSON: 7 Lq`` ' V-- Y`(`, EXT: Z,? Z� 3. DATE REQ. BY: % 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION N CONTRACT AMENDMENT (AG#):, ,-y INTERLOCAL ❑ OTHER c LA 611-9 r Or c= C h ❑ 4. PROJECTNAME: Ltif-IG I ,A,4 S 1710"V 1-a�C Pt'C-k V 5. NAME OF CONTRACTOR: ADDRESS: /;, 5- SL7 7fT� I f „GAJk I L+�� fir.!/evc L✓/t TELEPHONE: yL) -6fI-3-fi'/ E-MAIL: FAX: ` 1 SIGNATURE NAME: i ��t TITLE:SA d-!g 7, Fin �/'i ✓cJ �.l 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # 1991 d)f) 7 L -Z/BL, EXP. 12/31/ UBI # 40 y&?y yd % EXP. 0 / S 1/ `0 91k-11b 7. TERM: COMMENCEMENT DATE: COMPLETION DATE:y- 15 c, 0, O• L"� �y� 8. TOTAL COMPENSATION: $ 19, ?jTl rQ f GL (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES P NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: 5d YES It NO IF YES, $ Nr r 4, +h m, N.,5 /, D PAID BY. ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: 2 ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE TO: 7 �� -O �6� =sf S-;a •6 s o 9. DOCUMENT / CONTRACT REVIEW INITIAL/ DATE REVIEWED INITIAL / DATE APPROVED I;L PROJECT MANAGER W 6! ! 1 7 ❑ DIVISION MANAGER 3 DEPUTY DIRECTOR 1-7 61 DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) CS LAW DEPT v IOUI `7 10. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 1�COUNCIL APPROVAL DATE: 11. CONCT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR 7 DATE SENT: u ` ( DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCILAPPROVAL IS NEEDED.) INITIAL/ DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAW DEPT SIGNATORY ( IRECTOR ❑ CITY CLERK V4111 fJ ASSIGNED AG # A ❑ SIGNED COPY RETURNED DATE SENT: ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE ° ORIGINALS 412017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-0099(126) 04 'Pe & Ab"— I ;Zo PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: On 06/05/17, KPG received RFI 153 "Modular Wetlands Sizing Issue." Within this RFI, a Bio -Clean representative raised the concern that the 4x6 Modular Wetland Unit (MWU) #610 would not have adequate capacity to meet the maximum loading rate. Per the Bio -Clean representative, in order to meet the loading rate requirements, the 4x6 structure must be up-sized to a 4x8 structure. KPG checked the calculations and verified the Bio -Clean representative's concern and agreed that the MWU #610 will need to be upsized from a 4x6 MWU to a 4x8 MWU. Per the original contract, Modular Wetland Unit sizes included 4x4, 4x6, and 4x 15. After the contract was awarded, it was discovered that MWU #610 needed to be upsized to a 4x8. No bid item exists in the original contract for a 4x8 unit, therefore; a new bid item was established. This change order will deduct existing bid item quantities and add a new bid item. The price of the new bid item was reached by negotiation with the Contractor based upon comparable pricing data. New Bid Item C04-001 "Modular Wetland 4 x 8" is created. Payment for New Bid Item C04-001 will be per Each. The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by_0 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 Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 1.) Schedule A — Delete Bid Item A91 — Modular Wetland 4 x 6 The unit cost for this Bid Item is unchanged at $20,000.00 per Each. The quantity is reduced by 1 Each. The new quantity is 1 Each. The total change amount for this item is a decrease of $20,000.00 Schedule A — New Bid Item C004.001 — Modular Wetland 4 x 8 The new unit cost for this bid item is $39,939.03 per Each. The new quantity is 1 Each. The total change amount for this item is an increase of $39,939.03. THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM OTY UNIT PRICE ADD or DELETE Change Item Total Addition CO4.001 Modular Wetland 4 x 8 1 $39,939.03 ADD $39,939.03 Sub Total = $39,939.03 Deducts A91 Modular Wetland 4 x 6 1 $20,000.00 Delete -$20,000.00 Sub Total = -$20,000.00 Add = Delete = Total Chane $39,939.03 -$20,000.00 $19,939.03 TOTAL NET CONTRACT: INCREASE $ 19,939.03 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. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT PUBLIC WORKS DEPARTMENT DATE IZ 9 1"-[ DATE 2 $ 16.700,526.60 $ -10,234.00 $ 19,939.03 $ 16,710,231.63 Parifir HWv Hnv 1 nnPQ PhnQp 5 8124/2017 RFP #07 - MWU #610 Size Increase to 4x8 COST ESTIMATE Work Description / Operation Man Hours Aggregate Hourly Rate (ST) Inefficiency/ Overtime Extension Graham Labor 1 z 3 4 Estimated Labor Hours 4 Man crew @ 1.5 Shift to Install 2 Man Crew @ 1/2 Shift Sub Support) 48 8 $ 65.19 $ 65.19 $ _ $ $ $ $ - 3,129.12 521.52 5 Subtotal Labor 56 $ 31650.64 Subs & Services QTY U/M Unit Rate Extension 6 Dump Trucking 8 $ 135.00 $ 1,080.00 7 Unsuitable Excavation Disposal 1.0 $ 140.00 $ 140.00 8 OSR Operated Crane Rental - Mobe 1 LHR $ 740.00 $ 740.00 9 OSR Operated Crane Rental - HourlyService 4 $ 360.00 $ 1,440.00 lo Subtotal Subs & Services $ 3.400.00 Materials QTY U/M Unit Rate 11 12 13 14 15 Gravel Bedding / Backfill Small Tools 5% Line 5 Modular Wetland 37 1 1 TN $ 13.05 $ 482.85 LS $ - $ 182.53 EA $ 22,542.30 $ 22,542.30 $ $ _ _ - - 16 Subtotal Materials $ 23,207.68 Equipment HRS Hourly Rate 17 18 19 20 21 JD 245 Excavator JD 310 Backhoe W/Hoe Pac F350 Flatbed _ -- 12 12 16 $ $ $ 112.52 50.81 23.73 $ $ $ $ - $ 1,350.24 609.72 379.68 - - 22 Subtotal Equipment $ 2,339.64 Field Supervision HRS Hourly Rate 23 24 Superintendent _ 4 $ 75.16 $ 300.64 25 Subtotal Overhead $ 300.64 Markups 26 Labor 29% of line 5) $ 1,058.69 27 Subcontractors 12% of line 6 $ 129.60 28 Equipment (21 % of line 22) $ 491.32 29 30 Material (21% of line 16) Services 21 % of line 7 8 9 $ 4,873.61 487.20 31 Subtotal Markus $ 7.040.42 32 ESTIMATE TOTAL t 39,939.03 John Mulkey From: Ken Gunther <ken@kpg.com> Sent: Tuesday, October 24, 2017 11:28 AM To: John Mulkey Subject: FW: 4'x 8' Modular Wetland estimate Attachments: 2546_001.pdf See below. From: Nelson Davis Sent: Monday, October 23, 2017 4:46 PM To: Ken Gunther <ken@kpg.com> Cc: Melvin Carden <melvin@kpg.com>; Ray Edralin <rav@kpg.com> Subject: FW: 4'x 8' Modular Wetland estimate Ken, I'm still working with Ade on the wall cap pricing, but in regards to the proposed price of $39,939.03 for the 4'x8' modular wetland unit, the price does not seem out of line with current and recent bid experience. Here are 2 recent projects which included a 4'x8' unit: Cascade View, Tukwila - May 10, 2017 Bidders: 6 Winning Bid: $31,000 Low: $29,000 High: $40,000 Mean Average: $33,830 Median: $ $33,000 S 144th Street, Phase ll, Tukwila - 1/26/2017 Bidders: 5 Winning Bid: $32,000 Low Bid: $ 30,000 High Bid: $50,000 Mean Average: $39,262.00 Median: $39,312 We also had a 4'x6' modular wetland unit on Federal Way's Steel Lake Park to Downtown Trail this summer with an average bid of $32,582 compared to around $20k for this size unit when PHS bid last year. Since the PHS bid, Modular Wetlands was bought out and there has been a significant price increase... they have likely gone to std pricing rather than competitively bidding to beat out Filterra as they had done in the past. So although it is more than expected, the cost seems on the high side, but within the standard range of current pricing. Unfortunately, as a proprietary item, there is no good info on WSDOT or in RS Means on this type of installation so we are mostly reliant on recent bids. Let me know if you need additional info on this. Thanks, Nelson Nelson Davis, PE d: 206267.052 206 354.5933 www.kpg.com From: Ken Gunther Sent: Tuesday, October 17, 2017 8:25 AM To: Nelson Davis < ,eison@kpg.com> Subject: FW: Attached Image See attached, lets discuss. From: copier GrahamUS@comcast.net [mailto:copier GrahamUS@comcast.net] Sent: Tuesday, October 17, 2017 6:33 AM To: Ken Gunther <Ken@kpg.com> Subject: Attached Image Estimate for Added Bid Item COXX-001 MWU-610 Increase to 4x8 Weighted Wage rates calculated from received Certified Payrolls install new 46 MWU # 610 4x8 MWU cost from Manufacturer (Bio Clean) PRIME CONTRACTOR LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS V1/WR HOURS WWR AMOUNT GRAHAM LABORER 12 $ 53.35 $ 640.20 GRAHAM LABORER 12 $ 53.35 $ 640.20 GRAHAM LABORER 12 $ 53.35 $ 640.20 GRAHAM OPERATOR 8 $ 56.00 $ 448.00 SUBTOTAL -LABOR: $ 2,368.60 LABOR OVERHEAD & PROFIT @ 29% $ 686.89 LABOR TOTAL $ 3,055.49 PRIME CONTRACTOR EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT JD B/H 12 40.81 $ 489.72 Dump Truck 8 82.57 $ 660.56 Work Truck F350 12 25.38 $ 304.56 SUBTOTAL - EQUIPMENT $ 1,454.84 EQUIPMENT OVERHEAD & PROFIT @ 21% $ 305.52 EQUIPMENT TOTAL $ 1,760.36 MATERIALS MATERIALS INVOICE# QUANTITY UNIT PRICE DOLLAR AMOUNT MWU 4x8' 1 EA $ 20,493.00 $ 20,493.00 Structure Exc 14 CY $ 25.00 $ 350.00 SUBTOTAL -MATERIALS $ 20,843.00 MATERIALS OVERHEAD & PROFIT @ 21% $ 4.377.03 MATERIAL TOTAL $ 25,220.03 TOTAL ESTIMATE $ 30,035.88 4x8 MWU cost from Manufacturer (Bio Clean) RETURN TO: PW ADMIN EXT: 2700 ID #: 1 /% Z2 31 VV CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / �y f re,44 J 2. ORIGINATING STAFF PERSON: j w1 EXT: Z 7 1Z,_ 3. DATE REQ. BY: 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.C., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT Cl SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG Cl REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION % CONTRACT AMENDMENT (AG#): �I - '/� SS~ ❑ INTERLOCAL ❑ OTHER �`(r 4. PROJECT NAME: iIn L 4--tJ 1 m01 L.,cv4(I J �W L/ 5. NAME OF CONTRACTOR: c�f�,�1oul (zld lt:,C [I'�iC�l/lA' . ADDRESS: 13575'S St% 3,�~ & "OOL/i TELEPHONE: E-MAIL: FAX: g /� SIGNATURE NAME:�� . i I7C [�. TITLE: CSM 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE fLALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO S GN REQUIRED LICENSES ❑PRIOR CONTRACT/AMENDMENTS CFW LICENSE # �� � C C %2 BL, EXP. 12/31/ El BI # &Vge"9 ye 7 / , EXP. '913 e/ I 7. TERM: COMMENCEMENT DATE: �/Z169 COMPLETION DATE:_` a" L 4' ` /10 ^^ 8. TOTAL COMPENSATION: $ -/0 � Z, y.� J`c h� (INCLUDE EXPENSES AND SALES TAX, IF ANY} (IF CALCULATED ON HOURLY LABOR CHARGE -ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES (I}NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: kl YES EFNO IF YES, $ A, t 4rCi ri a,, h PAID BY: Qt•CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT://] u ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR RETAINAGE BOND PROVIDED NL PURCHASING: PLEASE CHARGE TO: 3 P �" 4/*10 _ /65S' 9. DOCUMENT / CONTRACT REVIEW INITIAL/ DATE REVlEyr JED INITIAL /DATE APPROVED 4d PROJECT MANAGER ❑ DIVISION MANAGER DEPUTY DIRECTOR LU I�0 DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) [s LAW DEPT 10. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING i�L ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: S L �LL (((��� DATE REC'D: "'r"` l ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER(NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/ DATE SIGNED o--nF4NA;"4C-E DEPARTMENT C3=L�LY#3EP�I' SIGNATORY (MAYOR pi -Di- _40 CITY CLERK rtA III A; ASSIGNED AG # AG# — "N14'IGNED COPY RETURNED DATE SENT: -010-1 ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE" " ORIGINALS oen, ICOV it6a d Jf l - Via 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT STPUL-0099(126) 3 v Jj(-7 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase 5 Graham Contracting, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: When the contractor was excavating for Wall 23 (STA 17+96, RT), it was discovered that the soils were saturated and unsuitable. The decision was made between the City of Federal Way and KPG to delete the installation of Wall 23, provide a back slope of 2:1 from back of walk, and install a permanent subsurface drainage system to address the unsuitable soil conditions. A Field Work Directive (FWD -55.01) was issued to delete proposed Wall 23, install a subsurface French drain system to prevent oversaturation of the soils, and back slope from back of walk at 2:1. Based on Graham's cost analysis, the cost to delete the proposed wall and install the subsurface drain will be more cost effective than installing Wall 23 as per plan; therefore, this change order well be a "Deduct Change Order." No bid item exists in the original contract for the subsurface drainage system; therefore, a new bid item will be established to pay for the deletion of wall 23 and installation of subsurface drain system. See attached FWD 55.01 for full description of this work. New Bid Item C04-001 "Wall 23 Removal and Subsurface Drain Pipe" is created. Payment for New Bid Item C04-001 will be per Lump Sum. CHANGE ORDER AGREEMENT 1 4/17 Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 1.) Schedule A — Add new Bid Item C04.001 — Wall 23 Removal and Subsurface Drain Pipe. The unit cost for this Bid Item is $29,577.00 per Lump Sum. The quantity is 1 Lump Sum. The total change amount for this item is an increase of $29,577.00 Schedule A — Existing Bid Item A362 — Structure Excavation Class B for Structural Earth Wall. The unit cost for this Bid item is unchanged. The quantity is reduced by 80 Cubic Yards. The new quantity is 580 Square Feet. The total change amount for this item is a decrease of $2,000.00 Schedule A — Existing Bid Item A52 — Modular Block Wall. The unit cost for this Bid item is unchanged. The quantity is reduced by 701 Square Feet. The new quantity is 2,769 Square Feet. The total change amount for this item is a decrease of $13,319.001 Schedule A — Existing Bid Item A53 — Backfill for Structural earth wall Incl. Haul. The unit cost for this Bid item is unchanged. The quantity is reduced by 84 Cubic Yards. The new quantity is 626 Cubic Yards. The total change amount for this item is a decrease of $4,032.00 Schedule A — Existing Bid Item A148 — Black Vinyl Coated Chain Link Fence. The unit cost for this bid item is unchanged. The quantity is reduced by 330 Lineal Feet. The new quantity is 3,570 Lineal Feet. The total change amount for this item is a decrease of $8,250.001 Schedule A — Existing Bid Item Al 53 — Thickened Edge Sidewalk. The unit cost for this bid item is unchanged. The quantity is reduced by 330 Lineal Feet. The new quantity is 1,440 Lineal Feet. The total change amount for this item is a decrease of $12,210.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by -0 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 CHANGE ORDER AGREEMENT 2 4/17 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM Existing Qty Change QTY UNIT PRICE ADD or DELETE Change Item Total Addition C04.001 Wall 23 Removal and Subsurface Drain Pie F 0 1 $29,577.00 ADD $29,577.00 Sub Total = $29,577.00 Deducts A36 Structure Excavation Cl B for SEW 660 -80 $25.00 DELETE -$2,000.00 A52 Modular Block Wall 3,470 -701 $19.00 DELETE -$13,319.00 A53 Backfill for SEW 710 -84 $48.00 DELETE -$4,032.00 A148 Chain Link Fence 3,900 -330 $25.00 DELETE -$8,250.00 A153 Thickened Ede Sidewalk 1,770 -330 $37.00 DELETE -$12,210.00 Sub Total = -$39,811.00 Add = Delete = Total Change $29,577.00 -$39,811.00 -$10,234.00 TOTAL NET CONTRACT: INCREASE DECREASE $10,234.00 STATEMENT: Payment for the above work will be in accordance with applicable portions ofthe standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT I� 171 �-- 'S SIGNATURE DATE AN SALLOUM P.E., DATE WORKS DEPARTMENT $16,700,526.60 $ 0.00 $ -10,234.00 $16,690,292.60 CHANGE ORDER AGREEMENT 3 4/17 Owner Approval - By: KPG, Inc. - Signature Ken Gunther, Resident Engineer BY%la: m? ity of Federal Way ; nature John Mulkey Contractor Acknowledgement: By: Graham Contracting Dan Zimmerman, Project Manager ,Xc��� 7 Date Date Date ❖ Graham is in disagreement with the method of Measurement and/or Payment of this Field Work Directive. Graham specifically reserves all of its rights and defenses under the Contract, regardless of whether stated herein, and the positions stated herein are without waiver of Graham's rights, positions, defenses, and remedies. ❑ Yes ❑ No THIS FIELDWORK DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION ORA CHANGE IN THE CONTRACT PRICE. LABOR, EQUIPMENT, AND/OR MATERIAL OUTLINED IN THIS FIELD WORK DIRECTIVE SHALL BE PAID BY BID ITEM(S) OR A CHANGE ORDER SHALL BE DEVELOPED FOR TIME EXTENSION OR CONTRACT PRICE INCREASES. ANY PROTEST TO THE FIELD WORK DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT STANDARD SPECIFICATIONS. cONLnc�1' wld4r'1n1» - Fo tYA6�lnR� Ca�pO , 1.e = IlZ,to IakkS / NA. P -d -d 19+00 18+00 M ' PROPOS¢) BACK -8WQ POKE 190 $ OF 9—AV" ;'rs" 3 190 \, rr tarof W1�Y1 T/bl'LWOJCA'1. 9 185 185 C I' Av4I'L\4Q) ENSTM GRONO AT FACE OF WALL �... . 11 180ISO ;EC I81.6B. EG 182.57- CG ins 71 / . ONSTRUCT U M KOF}( RLL 175 MAIL PER DETAIL. BUT 225 175 0+00 1+00 2+00 I �� — s/6 1,W,skta ror`V L Nc �-- 71� PROFILE IbE 1�0� GENERAL WAIL NOTES 1. SEE MNL DETAILS, SHEETS 22F225. 2. THEY EIEVA110N5 NAW BEEN PROVIDED FOR USE AS A GLIDE FOR CONSTRUCTION. THE RETNNNG WNL SHALL BE CONSTRUCTED PER TYPICAL SECTIONS. DETAILS, AND MANUFACTURER'S REO0MMERDAPONS EXCEPT AS ADAKTED IN THE FED BY THE ENGINEER. WALL 27 N1191BER START STA NORTHINGFEASINGLENGTH WMIDELTA RADIUS PI STA TAN L36 0+54X00 1U59B6.31 WL91 N 2414'01 E \ MLOS 1+X14 PACIFIC H\ WIN 2100 N 0046'00' E N 2414'01 E L39 1+6114 \ 11,18' MN UO 1+61.02 106126.70 X00' N 2414W E 2S Nf6tlSTA271•W1Ak14 74125' 1+74A2 IM X46 \ \ L42 RT -\ 10621X06 _—� h MILL 23 - CCN MIL 21 -_ BEGIN _. � —. _ __ __, "\ --- __ __� _ y : s WILL 21 STA 1+1X96 (STA 19+06.M, 419L f __-- ___________ ____ __ _ ________ __________________�_________— — ` � \ \ R \ WALL�427. 1+66.72 11 �� --_\` \ \ STA ( STA 19T50b5 45AY RT IN1+70.14 � 2STA " \ \ PI WALL 27 . � STA 1941554, 49.16' RT "`� NAIL 27, STA 1+55.1* STA 19+40.55, 49,76' RT PLANT WALL 23 0 5 1020 30 STA 0+00 TO STA 2+00 SCALE IN FEET 200 +� 200 d dl 195 e� b 195 M ' PROPOS¢) BACK -8WQ POKE 190 $ OF 9—AV" ;'rs" 3 190 \, rr tarof W1�Y1 T/bl'LWOJCA'1. 9 185 185 C I' Av4I'L\4Q) ENSTM GRONO AT FACE OF WALL �... . 11 180ISO ;EC I81.6B. EG 182.57- CG ins 71 / . ONSTRUCT U M KOF}( RLL 175 MAIL PER DETAIL. BUT 225 175 0+00 1+00 2+00 I �� — s/6 1,W,skta ror`V L Nc �-- 71� PROFILE IbE 1�0� GENERAL WAIL NOTES 1. SEE MNL DETAILS, SHEETS 22F225. 2. THEY EIEVA110N5 NAW BEEN PROVIDED FOR USE AS A GLIDE FOR CONSTRUCTION. THE RETNNNG WNL SHALL BE CONSTRUCTED PER TYPICAL SECTIONS. DETAILS, AND MANUFACTURER'S REO0MMERDAPONS EXCEPT AS ADAKTED IN THE FED BY THE ENGINEER. ] K BID PACIFIC HIGHWAY SOUTH WALL PLANS DOCUMENTS 0 Federal Way PHASE V IMPROVEMENTS WALL 27 pyxNN (awnLur Kvc: c:I - I:IultI sn, _ WALL 27 N1191BER START STA NORTHINGFEASINGLENGTH WMIDELTA RADIUS PI STA TAN L36 0+54X00 1U59B6.31 WL91 N 2414'01 E L37 L16 MLOS 1+X14 IONSS57 106062.74 WIN 2100 N 0046'00' E N 2414'01 E L39 1+6114 10511X6] 11,18' N 21141 K UO 1+61.02 106126.70 X00' N 2414W E L41 1+74A2 IM X46 110!0 N 29%44'E L42 2+1.71 10621X06 I N 22Y8'11 E ] K BID PACIFIC HIGHWAY SOUTH WALL PLANS DOCUMENTS 0 Federal Way PHASE V IMPROVEMENTS WALL 27 pyxNN (awnLur Kvc: c:I - I:IultI sn, _ a 3+501 .. ... . ..... .. .......... . ..... .... ..... .... 2.00 I A Y�Zve. 190 LAI fl- A. -r Ic 170 10 20 30 40 50 so 70 80 90 kwe"- UASV,4"�� + &w1 \ "'ll(PA4—borrovi 200 0 10 WSO 20 30 Elclnllrtk., 8omoud cxd RAO" 180 046 --------- r rl 40 f, : 170 40 50 so 70 so 90 C8 TYPE 2-48' STORYWATER MEDIA RIM 18+31.18, 31.39 RT RIM 184.10 FILTER. SEE SHUTS 167-169 1E IN 176.42 (18'NE) EXISTING CB TYPE 2-4K IE IN 180.30 (6 -SE) — INSTALL RMn SOLID LD IE OUT 176.42 (18'S) A' '1<17+8857 3h80' ,ti RIM 18314 �, PROPOSED GROUND AT RIGHT GUTTER LINE IE OUT 17620 (18 -SW) EXOSTING GROUND AT CJ#ECT PROPOSED PIPE - IE IN 176.20 (18`N)• CONSTRUCTION E - TO E70S71NG STRUCTURE .moon N. --S NE) 161 11s i-- - —s+ -4 . 43 t8' So -- S-0.51% OUTLET TO I EXISTING DITCH ,I :.1 . �I 69.1F. L8'. SO. S-.SBXi _ WI PROFILE EAST 0 10 20 40 60 VERTICAL SCALE = 1/2 HORIZONTAL SCALE 17+00 1 18+00 Shc -e-� W G 210 200 v 190 Jai OD 1_80 = 170 U Q 160 1 150 18+50 G 0-A 4 t CORRESPONDING SHEETS RIGHT OF WAY PLAN 44 SITE PREPARATION PLAN 52 ROADWAY PLAN 81 ROADWAY PROFNE 100 INTERSECTION DETAILS 118 DRAINAGE PLAN 127 DRAINAGE PROFIE 146 WATER t SEINER PLAN k PROFILE 182 IRRIGATION PLAN N/A LANDSCAPE PLAN 271 I U I IAIINA110N NI AN 1 74% 1 190 180 170 220 210 a 200 Ln 190 C2 180 :3 IE IN 179 45 (18" NF) I IE OUT 179 5 (18" SW) IE OUT 177.15 (18' SW) I IE OUT 180.4 (18' NW) CONNECT NEW PIPE TO EXISTMIG STRUCTURE 21 LF18'SI) 190 190 ------------' S- 11.94% (`t { _ _ — _ T %IST 18' SO I` p 180 0 180 - _ - 0 8 LF 18' SO 8 LF 18" S- 0.62% S=1.18% CONNECT NEW PPE. 1 ' 170 TO DOSTAVG WE I SAME 1 STRUCTURE_ I C8 TYPE 2-48' ROUT C 7 STA 19+43.32,29.66' 1 RIM 187.28 IE IN 180.20 (18 -SE) 1 IE OUT 180.20 (18"S) SAME STRUCTURE STRUCTURE I ' C8 TYPE 2-48' 1 1 STA 20+76.39. 48.35 STORM TER MMA RIM 190.44 1...... FILTER, SEE ST MI 167-168 --IE IN 186.40 (6"E) 1 IE IN 185.99 (18"N) �. .. ., .+ IE OUT 185.99 (10 -SW I / U 4.-r - - _ - --- 0 ! 1' dt� �.1 �''� fXISTIN(. CB TYPE 2-48" l� INSTALL ROUND SOLID UD 170 CO TYPE 2-48 „ µ. (�j (., {T 19+90 31, 32'44 RT IJl} STA 19+00.25, 33.08 RT �t RIM 166.00 IE IN 180 80 (18"W) IE IN 179.77 (18"N) IE OUT 180 50 (18"E) IE IN 176.80 (18 -NE) CONNECT PROPOSED PPE-- E IN 180.70 (18 -NE) 160 IE OUT 176.80 (18 -SW) TO E%IS1111O STRUCTURE 18+50 19+00 20+00 DATE BY REVISIONS Approved By 1507L80PRF61 Q,q F9 E.E TA 09116 DESIGNED BY DATE Tie OWN _ DRAWN BY DATE 1016 09155 CHECKED BY DATE PROFILE 1 WEST 190 180 F X151 9DW TYPE 1-0 '.TA 19,9103. 3997' i RIM 188 02 IE IN 180 30 (18"W) IE OUT 180 30 (18"SW) SEE STRUCTURE DETAIL ON SHEET 165 PROPOSf3) GROUND AT RIGHT GUTTER LINE EXISTING GROUNb AT CONSTRUCTION f 217 LF 18" 21+00 PROFILE EAST 0 10 20 40 60 VERTICAL SCALE = 1/2 HORIZONTAL SCALE 313190kASM 0 2`AtJrrsonA* BID 'MA .511williksm T9orgWAna M2*iw Moss DOCUMENTS •9aMi �{,f 1h �,�� b 51&b+ itis GI�AHAN/ GRAHAM COST PROPOSAL July 26, 2017 Page 1 of 2 Graham Contracting Ltd. 13555 SE 36th Street, Suite 120 Phone: Bellevue, Washington, U.S.A. 98006 Fax: Project Number. W16051 Owner Project #: AG #16-115 Name: Pacific Highway South HOV Lanes Phase V Owner: City Of Federal Way Address: 726 S. 356th St Federal Way, Washington 98003 Subject Graham Cost Proposal #4 Occurrence Date: 2017/07/26 Description: FWD #55 Wall 23 Removal and Subsurface Drain Send To Name: City Of Federal Way Address: 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: (253) 835-7000 Fax: (253) 661-4075 Attention: John Mulkey Name: Graham Contracting Ltd. Address: Seattle Phone: Fax: Attention: Dan Zimmerman; James Gunther; Jason Bottemiller; Jason Medley; Seth Crites Name: KPG Address: 3131 Elliot Ave Suite 400 Seattle, WA 98121 Phone: (206) 286-1640 Fax: Attention: Ken Gunther; Matt North; Melvin Carden GRAHAM COST PROPOSAL July 26, 2017 Page 2 of 2 Graham Contracting Ltd. 13555 SE 36th Street, Suite 120 Phone: Bellevue, Washington, U.S.A. 98006 Fax: Comments Graham is in receipt of Field Work Directive (FWD) #55, Wall 23 Removal and Subsurface Drain, and propose a change to the Measurement and Payment suggested by the FWD. Graham proposes a net change order price of $1,976. This price proposal is the result of the added work $29,577 and a credit in the amount of ($27,601) for the eliminated bid item work. Graham has itemized the new work into five operations; connect to existing, trench excavation, French drain, trench backfill and gravel borrow, attached is a breakdown of the cost estimate for this work. The eliminated work consists of the following bid items; A036 Structure Excavation Class B for SEW, A052 Modular Block Wall, A053 Backfill for SEW Wall and A148 Chain Link Fence, attached is a breakdown of the respective quantities and price. Per: Edward Schepp, Senior Project Manager FWD #55 Wall 23 Removal and Subsurface Drain List of bid items deleted by the FWD Bid Item Description Qty Units UP Amount A036 Structure Excavation Class B for SEW 80 CY $25.00 $2,000.00 A052 Modular Block Wall 701 SF $19.00 $13,319.00 A053 Backfill for SEW Wall 84 CY $48.00 $4,032.00 A148 Chain Link Fence 330 LF $25.00 $8,250.00 1TOTAL $27,601.00 Pacific HWY HOV Lanes Phase 5 7/26/2017 FWD#55 Wall 23 Removal and Subsurface Drain Pipe Work Description /Operation Graham Labor Man Hours Aggregate Hourly Rate (ST) Inefficiency I Overtime Extension 1 2 3 4 Connect to Existing CB 100 Trench Excavation French Drain Backfill Trench _ _ Place Gravel Borrow 10 30 25 40 32 $ $ $ $ $ 65.19 65.19 65.19 65.19 65.19 $ - $ 651.90 $ - $ 1,955.70 $ - $ 1,629.75 $ - $ $ - $ 2,607.60 2,086.08 5 Subtotal Labor 137 $ 8,931.03 Subs & Services QTY U/M Unit Rate Extension 6 7 S 9 Dump Trucking Unsuitable Excavation Disposal Subtotal Subs & Services 32 14 HR LDS $ $ 135.00 140.00 $ $ $ $ 4,320.00 1,960.00 - 6,280.00 Materials QTY U/M Unit Rate 10 11 12 13 14 Trench Box Rental 6" Perf Pipe Nonwoven GeoFabnc 5/8" Washed Rock Small Tools (5% Line 5) 1 140 127 33 1 LS LF SY TN LS $ $ $ $ $ 1,947.00 3.50 1.00 15.00 - $ $ $ $ $ 1,947.00 490.00 127.00 496.50 446.55 15 Subtotal Materials $ 3,507.05 Equipment HRS Hourly Rate 16 JD 245 Excavator 21 $ 112.52 $ 2,362.92 17 JD 310 Backhoe W/Hoe Pac 21 $ 50.81 $ 1,067.01 18 D3 Dozer 8 $ 50.39 $ 403.12 19 Bomag Roller 8 $ 56.31 $ 450.48 20 F350 Flatbed 30 $ 23.73 $ 711.90 21 Subtotal Equipment $ 4,995.43 Field Supervision HRS Hourly Rate zz 23 Superintendent 10 $ 75.16 $ 751.60 24 Subtotal Overhead $ 751.60 Markups 25 26 27 Labor (29% of line 5) Subcontractors (12% of line 6) Equipment (21% of line 21) $ $ $ 2,807.96 518.40 1,049.04 28 29 Material (21 % of line 15) Services (21 % of line 7) $ $ 736.48 411.60 30 Subtotal Markups $ 5,111.88 31 TOTAL ESTIMATED FWD#55 Wall 23 $ 29,577.00 City of Federal Way Pacific Hwy S HOV Lanes Ph V FWD #55 Wall 23 Removal and Subsurface Drain Independent Cost Estimate 31 -Jul -17 Added Work: Remove 6x8x127 unsuitable, install french drain, backfill with gravel borrow to sidewalk subgrade at 2:1 for length of wall replacement Bid Item Description Qty Unit UP Amount A30 Gravel Borrow inc. Haul 916.7 TN $ 18.00 $ 16,500.60 A33 Unsuitable Foundation Exc incl Haul 226 CY $ 20.00 $ 4,520.00 A37 Shoring or Extra Excavation Cl. B 762 SF $ 0.50 $ 381.00 A83 Connect to Existing CB 1 EA $ 1,000.00 $ 1,000.00 NEW French Drain 127 LF $ 50.00 $ 6,350.00 Subtotal - Added Work: $ 28,751.60 Deleted Work: Wall 23 and chainlink fence A36 Structure Excavation Cl B for SEW -80 CY $ 25.00 $ (2,000.00) A52 Modular Block Wall -701 SF $ 19.00 $ (13,319.00) A53 Backfill for SEW Wall -84 CY $ 48.00 $ (4,032.00) A148 Chain Link Fence -330 LF $ 25.00 $ (8,250.00) A153 Thickened Edge Sidewalk -330 LF $ 37.00 $ (12,210.00) Subtotal - Deleted Work: $ (39,811.00) Net Cost Difference: RETURN TO: PW ADMIN EXT: 2700 ID #: leY CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S S 2. ORIGINATING STAFF PERSON: v� V" EXT: �7 3. DATE REQ. BY: //:S 2�1*0 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.C., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.a BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION CONTRACT AA4,ENDMENT (AG#): Ii "//S Z Cl INTERLOCAL ❑ OTHER l<vrZtj=' �/ 01 4. PROJECT NAME: kf" %G #;94,ert/ 5 #vy iG V�c'S P{�ttiff I%/ 5. NAME OF CONTRACTOR: ADDRESS: �! S ,s .� fC ..d er ; 7& ' /L ' i111eYBe,l t1/1 fPef ,l TELEPHONE: 2 =•-? E-MAIL: FAX: SIGNATURE NAME: 6",r` # ' TITLE:6= , Vj tics cfTi.� 6. EXHIBITS AND ATTACHMENTS: 111 SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE R ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN 0 REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE #-09 /90 &3 ?BL, EXP.. 12/31// UBI # ��� y ��� y/ 'EXP. 0'13111 / 7. TERM: COMMENCEMENT DATE: "` Z 5-116 COMPLETION DATE: U el'A Co,, -/ '` l'.j" �.0 �'._ . .. Cas w 8. TOTAL COMPENSATICS .ti. W � (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHAR - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES NNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES IN NO IF YES, $ PAID BY: A CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: s / �/ ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR RETAINAGE BOND PROVIDED d4 PURCHASING: PLEASE CHARGE TO: ale, 7���� �t�S ifs =3�'-vel u 9. DOCUMENT / CONTRACT REVIEW INITIAL/ DATE REVIEWED INITIAL / DATE APPROVED Ib`'PROJECT MANAGER :5,044•l I /Z ER N DEPUTY DIRECTOR C5 DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) LAW DEPT v /(C/( 7 10. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING �''] ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: It[ [ 1 ` DATE REC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAw DEPT SIGNATORY (MAYOR OR I ffk-CT6R—j-) ❑ CITY CLERK ASSIGNED AG # AG# SIGNED COPY RETURNED DATE SENT: ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE " L" ORIGINALS 4/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #16-115 2 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE Pacific Highway South HOV Lanes Phase V (S 340" Street to S 359'h Street) Graham Contractine, Ltd. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: Graham Contracting, Ltd. proposed to substitute the Class IV Reinforced Concrete Storm Sewer Pipe ("Class IV") with Class V Reinforced Concrete Storm Sewer Pipe ("Class V"). The City of Federal Way agreed to Graham's request as there is no change in cost per linear foot and the "Class V" meets and exceeds the structural properties of the "Class IV". This material substitution will be for all sizes of reinforced concrete piping (12", 18", & 24"). New bid item CO2 -001 "Class V Reinf. Conc. Storm Sewer Pipe 12 In. Diam." is created. New bid item CO2 -002 "Class V Reinf. Conc. Storm Sewer Pipe 18 In. Diam." is created. New bid item CO2 -003 "Class V Reinf. Conc. Storm Sewer Pipe 24 In. Diam." is created. Payment for new bid items CO2 -001, CO2 -002, & CO2 -003 will be per linear foot. CHANGE ORDER AGREEMENT 1 4/17 Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 1.) Schedule A — Delete Bid Item A69 — Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. The unit cost for this Bid Item is $58.00 per Lineal Foot The quantity is 6,021 Lineal Feet. The total change amount for this item is a decrease of $349,218.00 Schedule A — Delete Bid Item A70 - Class IV Reinf, Conc. Storm Sewer Pipe 18 In. Diam. The unit cost for this Bid item is $79.00 per Linear Foot. The quantity is 4,849 Linear Feet. The total change amount for this item is a decrease of $383,071.00 Schedule A — Existing Bid Item A71 - Class IV Reinff, Conc. Storm Sewer Pipe 24 In. Diam. The unit cost for this Bid item is $89.00 per Linear Foot. The quantity is 203 Lineal Feet. The total change amount for this item is a decrease of $18,067.00 Schedule A — New Bid Item C002.001 - Class V Reinf. Conc. Storm Sewer Pipe 12 In. Diam. The new unit cost for this bid item is $58.00 per Lineal Foot The quantity is 6,021 Lineal Feet. The total change amount for this item is an increase of $349,218.00 Schedule A — New Bid Item C002.002 - Class V Reinf. Conc. Storm Sewer Pipe 18 In. Diam. The new unit cost for this bid item is $79.00 per Lineal Foot The quantity is 4,849 Linear Feet. The total change amount for this item is an increase of $383,071.00 Schedule A — New Bid Item C002.003 - Class V Reinf. Conc. Storm Sewer Pipe 24 In. Diam. The new unit cost for this bid item is $89.00 per Lineal Foot The quantity is 203 Lineal Feet. The total change amount for this item is an increase of $18,067.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by --Q 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 CHANGE ORDER AGREEMENT 2 4/17 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO ITEM Existing QTY Change Quantity UNIT PRICE ADD or DELETE Change Item Total Addition CO2.001 Class V Reinf Conc. Storm Sewer Pie 12 In. Diam. 0 6,021 $58.00 ADD $349,218.00 CO2.002 Class V Reinf Conc. Storm Sewer Pie 18 In. Diam. 4,849 4.489 $79.00 ADD $383,071.00 CO2.003 Class V Reinf Conc. Storm Sewer Pipe 24 In. Diam. 203 203 $89.00 ADD $18,067.00 Sub Total = $750,356.00 Deducts A69 Class IV Reinf. Conc. Storm Sewer Pie 12 In. Diam. -6,021 0 $58.00 DELETE - $349,218.00 A70 Class IV Reinf. Conc. Storm Sewer Pie 18 In. Diam. -4,849 0 $79.00 DELETE -$383,071.00 A71 Class IV Reinf. Conc. Storm Sewer Pipe 24 In. Diam. -203 0 $89.00 DELETE -$18,067.00 Sub Total = -$750,356.00 Add = Delete = Total Chane $750,356.00 -$750,356.00 $0.00 TOTAL NET CONTRACT: INCREASE $ 0.00 DECREASE 0.00 STATEMENT: Payment for the above work will be in accordance with applicable portions ofthe standard spec (cations, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER N W CONTRACT AMOUNT gl� SIGNATURE DATE MARY&N SALLOUM, P.E. DATE DIRECTOR PUBLIC WORKS DEPARTMENT $ 16,700,526.60 $ 0.00 $ 0.00 $ 16,700,526.60 CHANGE ORDER AGREEMENT 3 4/17 RETURN TO: PW ADMIN EXT: 2700 1D# CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: 2. ORIGINATING STAFF PERSON: f t S EXT: Z7 2'? 3. DATE REQ. BY: -1w 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION X CONTRACT AMENDMENT (AG#): %J S- // ❑ INTERLOCAL r�1 I ❑ OTHER i�k&AAe Apr -V 5. PROJECT NAME: Pe.0 41 L 6. NAME OF CONTRA( ADDRESS: E-MAIL: SIGNATURE NAME: k FAX: 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE 7 Z3 BL, EXP. 12/31/ I UBI # 101 y0q ? , EXP. --bl % % 8. TERM: COMMENCEMENT DATE: �� Z 1 10/ C COMPLETION DATE: �rD eV -P 9. TOTAL COMPENSATION: $�► hiS C '�/l �i 7 Q /'%4 SL C �0 TLI �Z` (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 I/F�YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3 D m " / Vee - 1,6 ,57 - _�-f S 3O i0.S O 10. DOCUMENT/ CONTRACT REVIEW iCPROJECT MANAGER F�h DIVISION MANAGER DEPUTY DIRECTOR t)' DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) Ib LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING h /I SENT TO VENDOR/CONTRACTOR DATE SENT: (� T ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR) ❑ CITY CLERK a-- ASSIGNED AG # ,. SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE " Z." ORIGINALS INITIAL DATE SIGNED 1 QT �• INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: tit 1/l5 AG # 16-115 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 CHANGE ORDER NUMBER Pacific Highway South HOV Lanes Phase 5 PROJECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the work changes summarized below: EFFECTIVE DATE Graham Contracting, Ltd. CONTRACTOR 1.) At the time of bid the Special Provisions of the Contract were issued with several references to the 2014 Standard Specifications in the Description of Work for Schedules A and B. The intended reference was to the 2016 WSDOT Standard Specifications as stated in Section 2-3 of the "General Contractual Terms and Conditions," which takes precedence. This Change Order shall modify the language of the contract to be "2016 Standard Specifications" wherever the Contract refers to the "2014 Standard Specifications." This is a no -cost Change Order. No new bid items will be added to the Contract. No existing bid items will be adjusted. No working days will be added to the Contract. 2.) At the time of bid the Contract signal plans included call outs for a sign "R10-30" at several intersections. The channelization plans call out a similar but different sign "Right Turn on Red Yield" on page 334. To ensure consistency throughout the project the contractor will install the "Right Turn on Red Yield" sign as shown page 334 of the Contract plans at all locations where the "R10-30" sign was originally called for installation. The cost for the material and installation of each sign is equivalent, therefore no adjustment to the bid schedule will be made. This is a no -cost Change Order. No new bid items will be added to the Contract. No existing bid items will be adjusted. No working days will be added to the Contract. 3.) At the time of bid the Special Provisions of the Contract contained requirements for existing bid item 10 Field Office Building. Through discussion with the Contractor it has been agreed that the requirements of the Field Office Building will be amended to better serve the needs of Project Engineering staff by customizing the required contents of the Field Office Building through this Change Order. The specific equipment contained in this change order is considered equivalent to the original contract, therefore no additional compensation will be made. All other requirements of the Special Provisions regarding the Field Office Building will remain unchanged. Original Contract Requirement to be deleted; Two desks (3ft by 6ft min) with drawers along one side and pencil drawer Two desk chairs and one drafting chair with adjustable heights and backs Change Order No. 1 continued Twenty stackable chairs One 4 -drawer filing cabinet Plan Layout table (3ft by 6ft min.) Drafting Table (3ft by 6ft min.) with adjustable tilting top Dry erase white board (24 sf min.) Copy machine with extra toner and service as required Revised Contract Requirements to be added Five desks (3ft by 6ft min.) with drawers along one side and pencil drawer Two desk chairs with adjustable heights and backs Six folding chairs 2of4 Two 4 -drawer filing cabinets Three dry erase white boards (24 sf min. each) Color copy machine with scanner capable of scanning/printing 11 x17 paper at 300 dpi (with extra toner and service as required) This is a no -cost Change Order. No new bid items will be added to the Contract. No existing bid items will be adjusted. Changes to the Bid Schedule - Pacific Highway South HOV Lanes Phase 5 1.) This Change Order shall modify the language of the contract to "2016 Standard Specifications" wherever the Contract refers to the "2014 Standard Specifications". No changes to the bid schedule are made with this change. There is no change in the value of the contract.1 2.) This Change Order shall modify all "R10-30" Signs to be "Right Turn on Red Yield" signs. No changes to the bid schedule are made with this change There is no change in the value of the contract. 3.) This Change Order shall modify the language of the contract regarding the requirements of existing bid item 10 Field Office Building. No changes to the bid schedule are made with this change. There is no change in the value of the contract. Change Order No. 1 continued 3 of 4 Net Changes to the Bid Schedule — Pacific Highway South HOV Lanes Phase 5 Change Bid Existing Change Item Item Description Quantity QuantityUnit Unit Cost Total NA NA NA NA NA NA $0.00 Total this Change Order $0.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased by ❑ Decreased Working Day. 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 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 No. 1 continued 4 of 4 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT $ 16,701,392.60 $ 0.00 $ 0.00 $ 16, 701, 392.60 CONTRACTOR'S SIGfiATURE DATE G� i MARWAN SAL�LODUM. P.E., SIGNATURE DATE DIRECTOR PUBLIC WORKS DEPARTMENT RETURN TO: Mercedes EXT: 2701 Qwt � z39 CITY OF FEDERTL WAY LAW DEPARTMEN7ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON K� MA - EXT: 2 :iJ-a' 3. DATE REQ. BY:ASAP 4. TYPE OF DOCUMENT (CHECK ONE: CONTRACTOR SELECTION DOCUMENT (E.G. a RFP, RFQ) PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#): ❑ INTERLOCAL Q OTHER 5. PROJECT NAME: PACIFIC HIGHWAY SOUTH HOV LANES PHASE V (S 340TH STREET TO S 359TH STREET) 6. NAME OF CONTRA ADDRESS: 1�1 0 E-MAIL: SIGNATURE NAME: FAX: TITLE: 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRE_,D, LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # � J00 1Z3 BL, EXP. 12/31/' UBI #(>�0I-1ha`l ,, EXP. 6 1`3(( •/Q-9 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: J%V VVD1'K�IY�AS 9. TOTAL COMPENSATION: $ 4�Q,�o(2 (00 (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES A NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: RYES ❑ NO IF YES, $ I (S LVO -W PAID BY:,kCONTRACTOR ❑ CITY PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW R-f� - INITIAL/ DATE REVIEWED W„" �� INITIAL / DATE APPROVED PROJECT MANAGER L l -! -/bPI'71112 DIVISION MANAGER ///ab �] DEPUTY DIRECTOR S�j6 ,dDIRECTOR 'S l o ❑ RISK MANAGEMENT (IF APPLICABLE) H'LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: N,�A 5/6 6 COUNCIL APPROVAL DATE: g 9 12. CONTRACT SIGNATURE ROUTING I I n Wk- 81 1 'Q(�SENT TO VENDOR/CONTRACTOR DATESENT: V� "I DATEREC'D: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS /,LAW DEPT I�fCHIEF OF STAFF SIGNATORYMAYO OR DIRECTOR CITY CLER ,X ASSIGNED AG # ❑ SIGNED COPY RETURNED N1 RETURN ONE -ORIGINALS COMMENTS: Z ' Pacific Highway South HOV Lanes Phase V S340 1h Street to S 359th Street STPUL 0099(126) RFB 16-006 Addendum No. 1 July 21, 2016 ' ATTENTION: All Bidders and Planholders ' You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: A. ATTACHMENT C -BID SCHEDULE DELETE Bid Schedule pages 24 through 36 and REPLACE with the attached ' pages 24 through 36. A summary of revisions to the bid schedule is included below.- Deleted elow: Deleted reference to "Unit Price in Words" on all pages. A new Bid Item A210 has been added to Schedule A, "Settlement Monitoring for Wall 12" ' A new Bid Item A211 has been added to Schedule A, "Settlement Monitoring for Wall 14" • A new Bid Item A212 has been added to Schedule A, "Settlement Monitoring for Wall 15" • Bid Item Name for Item B7 is changed to "Remove Existing Pressure Reducing Valve Station". e Bid Item Name for Item B11 is changed to "Structure Excavation Cl B Incl. Haul for Schedule B". Bid Item B39 is deleted. Valve Boxes are incidental to Bid Items B37 and B38. ' • Quantities for Bid Items B46 and B47 are revised. • Bid Item Name for Item B49 is changed to "Service Connection 5/8 x 3/4 In. Setter (2 In. Service Pipe)". 1 Bid Items B50 and B51 are deleted. • Bid Items B40 through B59 are renumbered to B39 through B56 due to bid item deletions above. r B. SPECIAL PROVISIONS t1. Section 1-07.24, Page 83 - ADD the following additional requirement under Parcel 56 (34315 Pacific Highway South): C. The business operator at this site (Valmet) regularly operates milling equipment that is sensitive to vibration. The Contractor shall notify ' and coordinate with property owner at least one week in advance of any work along this property frontage utilizing heavy equipment. 'City of Federal Way 1 of 5 Addendum No. 1 PHS Phase V HOV Lanes July 21, 2016 2. Section 2-09.5, Page 116 — DELETE the 7th and 8th paragraph of this Section and REPLACE with the following: The unit contract price per cubic yard for Structure Excavation Class B Incl. Haul for Undergrounding Overhead Utilities shall be full pay for all labor, materials, tools, equipment required to sawcut, excavate, dewater, haul, dispose of excavated materials, and compact trenches for installation of utility conduits, utility vaults, and utility handholes. "Structure Excavation Class B Incl. Haul for Schedule B"; per cubic yard. The unit contract price per cubic yard for Structure Excavation Class B Incl. Haul for Schedule B shall be full pay for all labor, materials, tools, equipment required to sawcut, excavate, dewater, haul, dispose of excavated material, and compact trenches for installation of water and sewer facilities identified in Schedule B. 3. Section 6-13.2, page 138 — ADD the following to this section: Backfill for Structural Earth Wall shall conform to Section 9-03.14(4). 4. Section 6-16.3, page 143 — ADD the following to this section: 6-16.3(3) Shaft Excavation Section 6-16.3(3) is supplemented with the following Although groundwater was generally not observed in the geotechnical explorations completed for this project, perched groundwater may be encountered within the areas of shaft excavation and deeper excavations may encounter groundwater. The contractor should be prepared to handle groundwater seepage into the drilled shaft during excavation and subsequent backfill operations. 5. Section 6-16, page 144 — ADD the following new subsections: 6-16.3(9) Settlement monitoring Section 6-16.3(9) is a new section.- Settlement ection: Settlement Monitoring for soldier pile walls 12, 14, and 15 shall include all of the work listed below: Preconstruction Review and Survey 2 of 5 City of Federal Way PHS Phase V HOV Lanes 1 Addendum No. 1 ' July 21, 2016 ' Interior Review Prior to construction the Contractor shall perform a visual inspection of the existing conditions of the structures located within 100 ft of the proposed ' soldier pile wall. ' Exterior Survey Prior to construction the Contractor shall perform a visual inspection of the existing conditions of the outer edges of the buildings and patios, the ' driveway and parking areas and other existing structures to remain such as walls, walkways, landscaping items, etc. O A licensed surveyor shall establish approximately 8 optical survey benchmarks on existing structures and utilities. Approximately 4 of the proposed 8 benchmarks should be located against adjacent structures ' located within 100 ft of the soldier pile walls. The Contractor shall place crack gauges on existing cracks in walls, floor ' slabs, and exterior concrete flatwork. The Contractor shall establish two baseline readings of all benchmarks ' prior to any excavation work or soldier pile installation. The Contractor shall prepare a written, video and photographic log of the ' existing conditions, noting any visible damage to the building that would indicate a structural deficiency. ' Construction Monitoring The vertical and horizontal alignment of all benchmarks should be surveyed to the nearest 0.01 It and the crack gauges be read on a daily ' basis during construction of the soldier pile walls. After the soldier pile walls are installed, the Contractor shall establish 3 1 benchmarks along the top of each soldier pile wall. The benchmarks should be equally spaced along the top of the wall. The vertical and horizontal alignment of all benchmarks shall be surveyed to the nearest 0.01 ft and the crack gauges shall be read on a weekly basis for four consecutive weeks immediately following construction of the ' soldier pile walls, and on a monthly basis for 2 months thereafter. ' If cracks are noted in adjacent streets, sidewalks, or existing structures, or if existing cracks move more than 1/8'; or if movement greater than 118" is observed, the Engineer should be notified immediately. ' 6-16.4 Measurement Section 6-16.4 is supplemented with the following: 'City of Federal Way 3 of 5 Addendum No. 1 PHS Phase V HOV Lanes July 21, 2016 e No specific unit of measurement shall apply to "Settlement Monitoring for , Wall " which shall be paid per lump sum for each wall. 6. Section 6-16.5, page 144 - ADD the following to this Section: ' "Settlement Monitoring for Wall ly per lump sum, The lump sum Contract price for "Settlement Monitoring for Wall " shall ' include all labor, materials, tools and resources necessary to complete the work as described above, including but not limited to: performing the ' interior and exterior review and survey, providing and installing crack gauges and optical survey benchmarks, establishing baseline reading for t benchmarks, and providing documentation of the initial review and survey, performing survey monitoring during construction at the durations described, providing all monitoring results, and notifying the Engineer of ' any potential concerns or issues. 7. Section 7-12.3(3), page 203 - REVISE the first sentence of the first I paragraph to read: 'For gate valves 42" and less- All gate valves on this project shall include ' a valve box installed and adjusted to final grade in accordance with Lakehaven Utility District Standard Plan 11.01 included in Appendix J.' 8. Section 7-12.3(3), page 203 - DELETE the last paragraph of this section ' 9. Section 7-12.5, page 205 - DELETE the bid item and description for "Spur- I Gear Gate Box Valve Box". 10. Section 7-15.5, page 218 - DELETE the bid item for "Service Replacement I In. Setter (2 In. Service Pipe). C. APPENDICES I 1. Appendix B - DELETE Appendix B and REPLACE with the attached I Appendix B. 2. Appendix F - DELETE Appendix F and REPLACE with the attached Appendix F. 3. Appendix J - DELETE Appendix J and REPLACE with the attached Appendix J. 4of5 City of Federal Way Addendum No. 1 PHS Phase V HOV Lanes July 21, 2016 11 ' D. PLANS 1. WATER & SEWER PLAN & PROFILE — DELETE the following fourteen (14) ' Sheets and replaced with the revised sheets attached: • 172 through 175 of 372 • 187 of 372 ' 199 through 201 of 372 • 203 of 372 • 205 of 372 • 207 through 210 of 372 ' 2. Sheets 292 and 293 — Illumination Plans. On the `LUMINAIRE SCHEDULE', slip bases per WSDOT standards are called for on poles 1, 3, 4, 5 and 6. The City will consider alternate FHWA approved breakaway couplings, frangible ' transformer bases or an integral break away device on these aluminum poles subject to RAM review and approval. I E. 3. ILLUMINATION PLANS — DELETE Sheet 300 of 372 and 306 of 372 and REPLACE with the attached revised sheets 300 and 306. 4. SIGNAL PLANS -, DELETE Sheet 331 of 372 and REPLACE with the attached revised sheet 331. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 23 of the Bid Form. Failure to do so may cause rejection of the bid. CITY FEDERAL WAY G!i'f'I-��t Desiree Winkler, P.E. Street Systems Manager ' City of Federal Way PHS Phase V HOV Lanes 5 of 5 Addendum No. 1 July 21, 2016 Attachment C BID SCHEDULE CITY OF FEDERAL WAY Pacific Highway South HOV Lanes Phase V (S 340th St to S 359th St) SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. INO. NOSPEC ITEM DESCRIPTION UNIT X. (TAUAN PPROTY DUNIT PRICE OLLARS CENTS OUNT DOLLARS CENTS Al 1-05 Construction Surveying LS 1 A2 1-05 As -Built Survey and Record Drawings LS 1 A3 1-05 Audio / Video Taping LS 1 A4 1-07 Health and Safety Plan LS 1 A5 1-07 FA - Site Cleanup For Bio. And Physical Hazards EST 1 $ 2,500.00 $ 2,500.00 A6 1-07 Training HR 1,500 A7 1-07 SPCC Plan LS 1 A8 1-08 Type B Progress Schedule (Min. Bid $10,000) LS 1 A9 1-09 Mobilization, Schedules A,C,D,E LS 1 A10 1-09 Field Office Building LS 1 A11 1-10 Off -Duty Uniformed Police Officer EST 1 $ 75,000.00 $ 75,000.00 Al2 1-10 Traffic Control Supervisor LS 1 A13 1-10 Flaggers and Spotters HR 14,000 A14 1-10 Other Traffic Control Labor HR 3,000 A15 1-10 Other Temporary Traffic Control LS 1 A16 1-10 Construction Signs Class A SF 200 A17 1-10 Sequential Arrow Sign HR 5,500 A18 1-10 Portable Changeable Message Sign HR 25,000 A19 1-10 Business Access Sign EA 40 A20 1-10 Temporary No Parking Sign EA 12 A21 2-01 Clearing and Grubbing LS 1 A22 2-01 Roadside Cleanup EST 1 $ 5,000.00 $ 5,000.00 A23 2-02 Removal of Structures and Obstructions LS 1 A24 2-02 Sawcutting SF 29,000 A25 2-02 Remove Existing PSE Gas Pipe LF 580 A26 2-02 Remove Existing Catch Basin EA 109 A27 2-02 Remove Existing Storm Sewer Pipe LF 8,714 A28 2-02 Removal and Relocation of Existing Private Improvements EST 1 $ 20,000.00 $ 20,000.00 City of Federal Way ' Pacific Highway South RFB #16-006 HOV Lanes Phase V 24 June 2016 SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. TNO. SPENOC ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS A29 2-02 Remove Pavement Markings LS 1 A30 2-03 Gravel Borrow Incl. Haul TN 9,220 A31 2-03 Gravel Borrow for Trench Backfill Incl. Haul TN 15,550 A32 2-03 Roadway Excavation Incl. Haul CY 36,600 A33 2-03 Unsuitable Foundation Excavation Incl. Haul CY 670 A34 2-09 Removal and Disposal of Contaminated Soil EST 1 $ 10,000.00 $ 10,000.00 A35 2-09 Structure Excavation Class B Incl. Haul for Undergrounding of Overhead Utilities CY 9,200 A36 2-09 Structure Excavation Cl B Incl. Haul for Structural Earth Walls CY 660 A37 2-09 Shoring or Extra Excavation Class B SF 113,400 A38 2-09 Shoring or Extra Excavation Cl. A LS 1 A39 2-09 Controlled Density Fill CY 500 A40 4-04 Crushed Surfacing Base Course TON 13,360 A41 5-04 Temporary Pavement TON 1,000 A42 5-04 HMA Cl. 1/2" PG 64-22 TON 9,230 A43 5-04 HMA for Preleveling Cl. 1/2" PG 64-22 TON 9,100 A44 5-04 HMA Cl. 1" PG 64-22 TON 8,960 A45 5-04 Commercial HMA PG 64-22 TON 850 A46 5-04 Planing Bituminous Pavement SY 47,890 A47 5-05 Decorative Stamped Concrete Pavement SY 540 A48 6-02 Cement Concrete Fill Wall CY 20 A49 6-02 Cement Conc. Pedestrian Ramp LS 1 A50 6-10 Temporary Conc. Barrier LF 500 A51 6-13 Structural Earth Wall SF 2,210 A52 6-13 Modular Block Wall SF 3,470 A53 6-13 Backfill for Structural Earth Wall Incl. Haul CY 710 A54 6-16 Shaft - 30 Inch Diameter LF 1,800 A55 6-16 Furnishing Soldier Pile - W 14x30 Flange Beams LF 440 A56 6-16 Furnishing Soldier Pile - W1 4x38 Flange Beams LF 495 A57 6-16 Furnishing Soldier Pile - W1 4x48 Flange Beams LF 600 A58 6-16 Furnishing Soldier Pile - W1 4x6I Flange Beams LF 300 A59 6-16 Furnishing Soldier Pile - W14x74 Flange Beams LF 150 n 11 0 1 City of Federal Way Pacific Highway South RFB #16-006 ' HOV Lanes Phase V 25 June 2016 1 SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. NO ITEM DESCRIPTION UNIT APPROX. QUANTITY DOLLARS CENTS DOLLARS CENTS A60 6-16 Timber Lagging SF 4,900 A61 6-16 Prefabricated Drainage Mat SY 320 A62 6-16 Concrete Fascia Panel SF 4,820 A63 6-16 Removing Soldier Pile Shaft Obstructions EST 1 $ 10,000.00 $ 10,000.00 A64 6-20 Handrailing LF 220 A65 7-01 Drain Pipe 6 In. Diam. LF 750 A66 7-01 Reconnect Existing Misc. Drainage EST 1 $ 10,000.00 $ 10,000.00 A67 7-01 Stormwater Interception Trench LF 524 A68 7-04 Ductile Iron Storm Sewer Pipe 8 In. Diam LF 293 A69 7-04 Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. LF 6,021 A70 7-04 Class IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam. LF 4,849 A71 7-04 Class IV Reinf. Conc. Storm Sewer Pipe 24 In. Diam. LF 203 A72 7-05 Catch Basin Type 1 EA 51 A73 7-05 Catch Basin Type 1 L EA 35 A74 7-05 Catch Basin Type 2 48 In. Diam. EA 5 A75 7-05 Catch Basin Type 2 54 In. Diam. EA 1 A76 7-05 Catch Basin Type 2 54 In. Diam. with Flow Restrictor EA 1 A77 7-05 Catch Basin Type 2 72 In. Diam. with Flow Restrictor EA 1 A78 7-05 Adjust Existing Storm Drainage Structure EA 24 A79 7-05 Adjust Monitoring Well EA 1 A80 7-05 Adjust Gas Valve EA 19 A81 7-05 Reconstruct Storm Drainage Structure EA 14 A82 7-05 Adjust Stormfilter and Flow Splitter Vaults to Grade LS 1 A83 7-05 Connection to Existing Drainage Structure EA 25 A84 7-05 Install Solid Cover on Existing Type 1 Catch Basin EA 6 A85 7-06 Stormwater Detention Pond LS 1 A86 7-09 Relocate Reduced Pressure Backflow Device EA 1 A87 7-12 Split Steel Casing 20 In. Diam. LF 20 A88 7-21 Catch Basin Insert for Oil Control EA 27 A89 7-22 Stormwater Media Filter (Filterra or Modular Wetland Unit) EA 16 A90 7-22 Modular Wetland 4 x 4 EA 13 ' City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 26 June 2016 SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. INO. SPEC ITEM DESCRIPTION UNIT AN OITY 1[—UNIT PRICE I AMOUNT No. Q DOLLARS CENTS DOLLARS CENTS A91 7-22 Modular Wetland 4 x 6 EA 2 A92 7-22 Modular Wetland 4 x 15 EA 2 A93 8-01 Stormwater Pollution Prevention Plan LS 1 A94 8-01 Temporary Detention/Retention SWPPP Control LS 1 Facilities A95 8-01 ESC Lead DAY 350 A96 8-01 Biodegradable Erosion Control Blanket SY 2,778 A97 8-01 Inlet Protection EA 316 A98 8-01 Stabilized Construction Entrance SY 300 A99 8-01 Sift Fence LF 2,900 A100 8-01 Wattle LF 1,000 A101 8-01 Temporary Curb LF 5,000 A102 8-01 High Visibility Fence LF 3,404 A103 8-01 Seeding and Fertilizing AC 1 A104 8-01 Mulching with Moderate Term Mulch AC 1 A105 8-02 Topsoil, Type A CY 2,025 A106 8-02 Bark Mulch CY 360 A107 8-02 Fine Compost CY 245 A108 8-02 Seeded Lawn Installation SY 670 A109 8-02 Sod Installation SY 3,850 A110 8-02 PSIPE, Acer x freemanii 'Jeffersred'/ Autumn Blaze EA 112 Maple; 2.5" Cal., 12'-14' Ht. PSIPE, Fraxinus oxycarpa'Raywood'/ Raywood Ash; A111 8-02 2.5" Cal., 12'-14' Ht. EA 19 At 12 8-02 PSIPE, Pyrus calleryana 'Glen's Form'/ Chanticleer EA 11 Pear; 2.5" Cal., 12'-14' Ht. At 13 8-02 PSIPE, Malus'Adirondack'/ Adirondack Crabapple; EA 36 2" Cal., 10'-12' Ht. At 14 8-02 PSIPE, Calocedrus decurrens/ Incense Cedar; 7'-8' EA 22 At 15 8-02 PSIPE, Physocarpus opulifolius'Little Devil'/ Little EA 142 Devil Ninebark; 15"-18" Ht. A116 8-02 PSIPE, Cornus stolonifera 'Farrow'/ Arctic Fire Red- EA 64 Twig Dogwood; 15"-18" Ht. At 17 8-02 PSIPE, Cistus x hybridus/ White Rockrose; 15"-18" EA 127 At 18 8-02 PSIPE, Rhododendron 'Dora Amateis'/ Dora Amateis EA 291 Rhododendron; 2 Gal. Cont. At 19 8-02 PSIPE, Spiraea betulifolia'Tor'/ Tor Birchleaf Spirea; EA 162 2 Gal. Cont. A120 8-02 PSIPE, Viburnum davidii/ David Viburnum; 2 Gal. EA 152 Cont. A121 8-02 PSIPE, Berberis thunbergii'Gentry'/ Royal Cloak EA 296 Barberry; 2 Gal. Cont. 7 1 11 City of Federal Way Pacific Highway South RFB #16-006 ' HOV Lanes Phase V 27 June 2016 II� CI, SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. INO. DESCRIPTION UNIT PPROX. UNIT PRICE AMOUNT =1ITEM QUANTIITY DOLLARS CENTS DOLLARS CENTS A122 8-02 PSIPE, Nandina domestica'Jaytee'/ Harbor Belle EA 484 Heavenly Bamboo; 2 Gal. Cont. A123 8-02 PSIPE, Festuca idahoensis'Siskiyou Blue'/ Idaho EA 1,235 Blue Fescue; 1 Gal. Cont. A124 8-02 PSIPE, Sesleria autumnalis/ Autumn Moor Grass; 1 EA 1,205 Gal. Cont. A125 8-02 PSIPE, Rubus calycinoides'Golden Quilt'/ Golden EA 1,235 Quilt Creeping Bramble; 1 Gal. Cont. At 26 8-02 PSIPE, Prunus laurocerasus'Mount Vernon'/ Mount EA 1,260 Vernon Laurel; 1 Gal. Cont. At 27 8-02 PSIPE, Pseudotsuga menziesii/ Douglas Fir; 5 Gal. EA 30 Cont. A128 8-02 PSIPE, Betula papyrifera/ Paper Birch; 5 Gal. Cont. EA 16 A129 8-02 PSIPE, Amelanchier alnifolia/ Serviceberry; 2 Gal. EA 20 Cont. A130 8-02 PSIPE, Rhamnus purshiana/ Cascara/; 2 Gal. Cont. EA 14 At 31 8-02 PSIPE, Ribes sanguineum/ Red Flowering Currant; 1 EA 48 Gal. Cont. At 32 8-02 PSIPE, Halodiscus discolor/ Oceanspray; 1 Gal. EA 45 Cont. A133 8-02 PSIPE, Vaccinium ovatum/ Evergreen Huckleberry; 1 EA 83 Gal. Cont. A134 8-02 PSIPE, Symphoricarpos albus/ Snowberry; 1 Gal. EA 121 Cont. A135 8-02 PSIPE, Mahonia aquifolium/ Tall Oregon Grape; 1 EA 121 Gal. Cont. At 36 8-02 Property Restoration EST 1 $ 15,000.00 $ 15,000.00 A137 8-03 Automatic Irrigation System, Complete LS 1 At 38 8-03 Repair Existing Irrigation System EST 1 $ 10,000.00 $ 10,000.00 A139 8-03 Lakehaven Utility District Connection Fee EST 1 $ 20,000.00 $ 20,000.00 A140 8-04 Integral Curb SF 400 A141 8-04 Extruded Curb, Type 6 LF 11,800 At 42 8-04 Bumper Curb LF 400 At 43 8-04 Cement Conc. Traffic Curb and Gutter LF 12,600 At 44 8-06 Cement Conc. Pavement Approach 3 -Day SY 3,100 A145 8-07 Precast Sloped Mountable Curb LF 1,700 At 46 8-09 Raised Pavement Marker Type 2 HUN 20 At 47 8-10 Median Guidepost EA 14 A148 8-12 Black Vinyl Coated Chain Link Fence LF 3,900 A149 8-12 Sliding Gate with 36" Opening EA 5 A150 8-12 Temporary Security Fencing LF 1,400 A151 8-13 Adjust Monument Case and Cover EA 6 A152 8-13 Monument Case and Cover FEA 2 ' City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 28 June 2016 SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. NOC ITEM DESCRIPTION UNIT F QUANTITY JI DOLLARSR RCENTS DOLLARS CENTS A153 8-14 Thickened Edge Sidewalk LF 1,770 A154 8-14 Cement Conc. Sidewalk SY 9,330 A155 8-14 Cement Conc. Perpendicular Curb Ramp EA 25 A156 8-14 Cement Conc. Parallel Curb Ramp EA 3 At 57 8-14 Cement Conc. Single Direction Curb Ramp EA 6 A158 8-14 Cement Conc. Combination Curb Ramp EA 1 At 59 8-14 Cement Concrete Steps and Landing LS 1 A160 8-14 Bus Shelter Footing EA 5 A161 8-15 Quarry Spalls TN 50 A162 8-18 Relocate Mailbox EA 10 A163 8-20 Traffic Signal System Modifications - Pacific Highway S & S 356th Street, Complete LS 1 A164 8-20 Traffic Signal System Modifications - Pacific Highway S & S 352nd Street, Complete LS 1 A165 8-20 Traffic Signal System - Pacific Highway S & S 348th St, Complete LS 1 A166 8-20 Traffic Signal System - Pacific Highway S & S 344th St, Complete LS 1 A167 8-20 Traffic Signal System - Pacific Highway S & S 340th Place, Complete LS 1 A168 8-20 Illumination System, South End of Project to S 348th Street, Complete LS 1 A169 8-20 Illumination System, S 348th Street to S 344th Street, Complete LS 1 At 70 8-20 Illumination System, S 344th Street to North End of Project, Complete LS 1 At 71 8-20 Interconnect System, Complete LS 1 At 72 8-20 Relocate Private Luminaires EST 1 $ 10,000.00 $ 10,000.00 At 73 8-21 Permanent Signing LS 1 At 74 8-22 Plastic Stop Line Type A LF 860 A175 8-22 Painted Wide Line Type D LF 9,500 At 76 8-22 Paint Line LF 134,600 At 77 8-22 Painted Stop Line LF 3,430 A178 8-22 Painted Traffic Arrow EA 116 A179 8-22 Plastic Crosswalk Line Type A SF 6,200 A180 8-22 Profiled Plastic Line Type D LF 16,700 A181 8-22 Profiled Plastic Wide Line Type D LF 9,000 A182 8-22 Profiled Plastic Dotted Wide Line Type D LF 10,500 A183 8-22 Plastic HOV Lane Symbol Type A EA 38 11 0 City of Federal Way Pacific Highway South RFB #16-006 ' HOV Lanes Phase V 29 June 2016 1 I r—, I I SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. C NO ITEM DESCRIPTION UNIT APPROX. F UANTITY DOLLARS CENTS DOLLARS CENTS At 84 8-22 Plastic Access Parking Space Symbol Type A EA 1 At 85 8-22 Plastic Traffic Arrow Type A EA 82 A186 8-26 Tree Grate EA 34 At 87 8-31 Resolution of Utility Conflicts EST 1 $ 50,000.00 $ 50,000.00 A188 8-31 Potholing EST 1 $ 20,000.00 $ 20,000.00 A189 8-32 Pitrun Sand CY 2,260 At 90 8-32 Fluidized Thermal Backfill CY 130 A191 8-32 Provide and Install Conduit, 4 In. LF 13,300 A192 8-32 Provide and Install Vault, 4'x4'x4' EA 19 A193 8-32 35516 PHS UG Service Conversion LS 1 A194 8-32 35400 PHS UG Service Conversion No. 1 LS 1 At 95 8-32 35400 PHS UG Service Conversion No. 2 LS 1 A196 8-32 35400 PHS UG Service Conversion for Billboard LS 1 At 97 8-32 35109 PHS UG Service Conversion LS 1 A198 8-32 34839 PHS UG Service Conversion for Billboard LS 1 A199 8-32 34425 PHS UG Service Conversion LS 1 A200 8-32 34434 PHS UG Service Conversion for Billboard LS 1 A201 8-32 34414 PHS UG Service Conversion LS 1 A202 8-32 34221 PHS UG Service Conversion for Billboard LS 1 A203 8-32 34211 PHS UG Service Conversion LS 1 A204 8-32 34110 PHS UG Service Conversion LS 1 A205 8-32 34018 PHS UG Service Conversion for Billboard LS 1 A206 8-32 Misc. Service Conversion EST 1 $ 5,000.00 $ 5,000.00 A207 8-32 Excavation for Retraining PSE Conduit EST 1 $ 5,000.00 $ 5,000.00 A208 8-54 Bollard EA 6 A209 1-04 Unexpected Site Changes EST 1 $ 20,000.00 $ 20,000.00 A210 6-16 Settlement Monitoring for Wall 12 LS 1 A211 6-16 Settlement Monitoring for Wall 14 LS 1 A212 6-16 Settlement Monitoring for Wall 15 LS 1 TOTAL SCHEDULE A $ ' City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 30 June 2016 SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. T—E-M-IF CITEM DESCRIPTION UNIT 1 UNIT PRICE AMOUNT IF-I NO. 2O-j Flaggers and Spotters HRS UANTOX. I Q ITY I DOLLARS CENTS DOLLARS CENTS 131 1-09 Mobilization, Schedule B LS 1 B2 1-10 Flaggers and Spotters HRS 1,500 B3 2-02 Removal of Structures and Obstructions, Schedule B LS 1 B4 2-02 Remove AC Water Main LF 2,900 B5 2-02 Remove Ductile Iron/Cast Iron Water Main LF 510 B6 2-02 Remove Steel Casing LF 60 B7 2-02 Remove Existing Pressure Reducing Valve Station EA 1 B8 2-02 Remove Existing Gate Valve EA 6 B9 2-02 Remove Existing Hydrant Assembly EA 13 B10 2-02 Decomission DI Water Main 8 in. Diam. LF 110 Bi 1 2-09 Structure Excavation Class B Incl. Haul for Schedule CY 3,800 B12 2-09 Shoring or Extra Excavation Cl. B SF 28,200 B13 5-04 Temporary Pavement TN 60 B14 7-09 Ductile Iron Pipe for Water Main 6 In. Diam. LF 10 B15 7-09 Ductile Iron Pipe for Water Main 8 In. Diam. LF 3,850 B16 7-09 Ductile Iron Pipe for Water Main 10 In. Diam. LF 10 817 7-09 Ductile Iron Pipe for Water Main 12 In. Diam. LF 270 B18 7-09 Ductile Iron Pipe for Water Main 14 In. Diam. LF 60 B19 7-09 Ductile Iron Pipe for Water Main 16 In. Diam. LF 110 820 7-09 Additional Cast Iron Fittings LB 1,500 B21 7-09 Connect to Existing Water Main 6 In. Diam. EA 1 B22 7-09 Connect to Existing Water Main 8 In. Diam. EA 13 B23 7-09 Connect to Existing Water Main 10 In. Diam. EA 1 B24 7-09 Connect to Existing Water Main 12 In. Diam. EA 1 B25 7-09 Connect to Existing Water Main 14 In. Diam. EA 6 rB2r67-09 Connect to Existing Water Main 16 In. Diam. EA 3 City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 31 June 2016 1 F7 1 n n 1 �7 1 u 1 SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. INO. [NPOE.C ITEM DESCRIPTION UNIT QUANTOITY 1FOULLNAITRSRICE CENTS AMOUNT DOLLARS CENTS B27 7-09 Removal and Replacement of Unsuitable Foundation Material CY 110 B28 7-09 Gravel Base For Trench Backfill CY 1,780 B29 7-09 Concrete for Thrust Blocking CY 115 B30 7-09 Sampling Station EA 1 B31 7-09 12 In. Cube Launch Assembly EA 1 B32 7-10 Construction Sequencing and Temporary Water Service LS 1 B33 7-12 Steel Casing 20 In. Diam. LF 120 B34 7-12 Modify Existing Steel Casing EA 2 B35 7-12 Gate Valve, 8 In. EA 26 B36 7-12 Gate Valve, 12 In. EA 3 B37 7-12 Gate Valve, 14 In. - Spur Gearing EA 4 B38 7-12 Gate Valve, 16 In. - Spur Gearing EA 3 B39 7-12 Pressure Reducing Valve Station No. 9A EA 1 B40 7-14 Hydrant Assembly, 6 In. EA 8 B41 7-14 Hydrant Assembly, 8 In. EA 5 B42 7-14 Hydrant, 6 In. EA 7 B43 7-14 Reconnecting Existing Tapping Hydrant EA 1 B44 7-14 Hydrant Extension, Vertical LF 1 B45 7-15 Service Connection 1 In. Setter (2 In. Service Pipe) EA 7 B46 7-15 Service Connection 1-1/2 In. Setter (2 In. Service Pipe) EA 3 B47 7-15 Service Connection 2 In. Setter (2 In. Service Pipe) EA 1 B48 7-15 Service Connection 5/8 x 3/4 In. Setter (2 In. Service Pipe) EA 12 B49 7-15 Customer Supply Line LF 230 B50 8-31 Resolution of Utility Conflict FA 1 $ 20,000.00 $ 20,000.00 B51 8-31 Potholing FA 1 $ 5,000.00 $ 5,000.00 B52 8-35 Adjust Water Valve Box EA 28 City of Federal Way ' Pacific Highway South RFB #16-006 HOV Lanes Phase V 32 June 2016 SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. INAPPROX. O.TEM =SPEC ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE 11 DOLLARS CENTS AMOUNT DOLLARS CENTS B53 1 8-35 Adjust Water Meter Box EA 5 B54 8-35 Adjust Existing Sewer Manhole to Grade EA 4 B55 8-35 Reconstruct Manhole EA 19 B56 1-04 Unexpected Site Changes EST 1 $ 40,000.00 $ 40,000.00 SUBTOTAL SCHEDULE B $ SALES TAX (9.5%)$ TOTAL SCHEDULE B $ City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 33 June 2016 SCHEDULE C - COMCAST UNDERGROUNDING All unit prices in Bid Schedule C shall include applicable sales tax. —ITEM NO. SNOC. ITEM DESCRIPTION UNIT QUANTITAPPROX.Y UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS C2 8-32 Install Conduit 4 In. LF 15,400 C1 1 8-32 Install Conduit 2 In. LF 120 C2 8-32 Install Conduit 4 In. LF 15,400 C3 8-32 Install Vault SGLB 2436 EA 12 C4 8-32 Install Vault SGLB 3048 EA 14 C5 832 Install Pedestal EA 8 C6 1-04 Unexpected Site Changes EST 1 $ 5,000.00 $ 5,000.00 TOTAL SCHEDULE C1$ City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 34 June 2016 SCHEDULE D - PSE UNDERGROUNDING All unit prices in Bid Schedule D shall include applicable sales tax. INO. SNOC. ITEM DESCRIPTION M OUANTAPPROITY X. IFUNIT OLLARS CENTS DOLLARS CENTS D2 8-32 Install Conduit 3 In. LF 4,110 D1 8-32 Install Conduit 2 In. LF 1,820 D2 8-32 Install Conduit 3 In. LF 4,110 D3 8-32 Install Conduit 4 In. LF 16,200 D4 8-32 Install Conduit 6 In. LF 12,600 D5 8-32 Install PSE Junction Box 4'8"x7'x5'8" EA 19 D6 8-32 Install PSE Transformer 4'8"x4'8"x3'6" EA 4 D7 8-32 Install PSE Transformer 36"x42"x38" EA 11 D8 8-32 Install PSE Handhole 2'8"x3'8"x3' EA 11 D9 8-32 Install PSE Handhole 17"x30"x12" EA 3 D10 8-32 Install PSE Switch Vault 5'10"x8'2"x11'4" EA 4 D11 8-32 Install PSE Pull Vault 5'10"x8'2"x11'4" EA 4 D12 8-32 Install PSE Pull Vault 5'10"x5'x11'4" EA 2 D13 1-04 Unexpected Site Changes EST 1 $ 5,000.00 $ 5,000.00 TOTAL SCHEDULED City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 35 June 2016 SCHEDULE E - CENTURYLINK UNDERGROUNDING All unit prices in Bid Schedule E shall include applicable sales tax. INO. j[LiSNOC. 1 8-32 ITEM DESCRIPTION UNIT 22,600 E2 8-32 Install Vault 4484 -TA EA OUANTOITY JDOULLNAITRS CENTS DOLLARS CENTS E1 1 8-32 1 Install Conduit 4 In. LF 22,600 E2 8-32 Install Vault 4484 -TA EA 8 E3 8-32 Install Handhole 264TA EA 20 E4 1-04 Unexpected Site Changes EST 1 $ 5,000.00 $ 5,000.00 TOTAL SCHEDULE E $ City of Federal Way Pacific Highway South RFB #16-006 HOV Lanes Phase V 36 June 2016 APPENDIX B PREVAILING WAGES AND BENEFIT CODE KEY 0 General Decision Number: WA160001 07/15/2016 WAl Superseded General Decision Number: WA20150001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 1 02/19/2016 2 02/26/2016 3 03/04/2016 4 04/22/2016 5 05/20/2016 6 06/03/2016 7 06/24/2016 8 07/08/2016 9 07/15/2016 CARP0001-008 06/01/2015 Rates CARPENTER GROUP 1 .....................$ 27.61 GROUP 2 .....................$ 41.86 GROUP 3 .....................$ 32.97 GROUP 4 .....................$ 31.94 GROUP 5 .....................$ 73.44 GROUP 6 .....................$ 35.02 GROUP 7 .....................$ 36.72 GROUP 8 .....................$ 33.27 GROUP 9 .....................$ 35.02 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Fringes 14.00 14.49 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Page 11 1 1 1 1 7 1 i� 1 1 1 11 J �I 11 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender/Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 12 Page �3 ' DEPTH PAY FOR DIVERS BELOW WATER SURFACE: ' 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot , 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: ' The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. ' HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: ' LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. ' LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. , LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA160001 Modification 9 Federal Wage Determinations for Highway Construction ' Page 14 CARP0003-006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: ' Rates Fringes Carpenters: CARPENTERS ..................$ 32.04 14.18 DIVERS TENDERS ..............$ 36.34 14.18 DIVERS ................... ..$ 77.08 14.18 DRYWALL .....................$ 27.56 14.18 ' MILLWRIGHTS .................$ 32.19 14.18 PILEDRIVERS .................$ 33.04 14.18 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET ' Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 ' BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than miles of the respective city of the above mentioned cities 50 ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- ' WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction Page 15 ' CARP0770-003 06/01/2015 Olympia Bellingham ' Bremerton Rates Fringes Shelton CARPENTER Aberdeen-Hoquiam Tacoma , CENTRAL WASHINGTON: Everett Port Angeles Centralia CHELAN, DOUGLAS (WEST OF Sunnyside Chelan Pt. Townsend THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE , MATERIAL ...................$ 40.46 13.66 CARPENTERS .................$ 40.36 13.66 DIVERS TENDER ..............$ 35.02 14.00 ' DIVERS .....................$ 73.44 14.00 MILLWRIGHT AND MACHINE ERECTORS ...................$ PILEDRIVER, DRIVING, 41.86 13.66 PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 40.61 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following ' listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT ' AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free ' 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction r. Page 16 ---------------------------------------------------------------- CARP0770-006 06/01/2015 Rates Fringes CARPENTER WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS .......... $ 40.36 13.66 CARPENTERS ON CREOSOTE 26-35 radius MATERIAL ...................$ 40.46 13.66 CARPENTERS .................$ 40.36 13.66 DIVERS TENDER ..............$ 44.67 13.66 DIVERS .....................$ 93.56 13.66 MILLWRIGHT AND MACHINE ERECTORS ...................$ 41.86 13.66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 40.61 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Zone Pay: Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 17 ---------------------------------------------------------------- ELEC0046-001 02/01/2016 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 46.87 3%+15.96 ELECTRICIAN ......................$ 45.77 3%+17.91 ---------------------------------------------------------------- ELEC0048-003 01/01/2016 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 40.20 21.11 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048-029 01/01/2016 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 40.20 21.11 ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 18 * ELECO073-001 07/01/2016 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 34.10 16.68 ELECTRICIAN ......................$ 31.50 17.60 ---------------------------------------------------------------- ELEC0076-002 09/01/2014 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 37.94 23.36 ELECTRICIAN ......................$ 34.49 23.36 ---------------------------------------------------------------- ELEC0112-005 06/01/2015 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES WA160001 Modification 9 Federal Wage Determinations for Highway Construction Rates Fringes CABLE SPLICER ....................$ 40.74 18.65 ELECTRICIAN ......................$ 38.80 18.59 ---------------------------------------------------------------- * ELECO191-003 06/01/2015 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.23 17.73 ELECTRICIAN ......................$ 41.15 18.25 ---------------------------------------------------------------- * ELEC0191-004 06/01/2015 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 40.82 17.63 ELECTRICIAN ......................$ ---------------------------------------------------------------- 38.15 18.16 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 19 , ENGI0302-003 06/01/2014 , CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF (including THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, GROUP 1AA KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), (including SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE in height, 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS GROUP lA - SHOWN BELOW) (including Zone 1 (0-25 radius miles): , tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, Rates Fringes backhoes-6 yards and over with attachments Power equipment operators: ' Group 1A ...................$ 38.39 17.39 Group 1AA..................$ 38.96 17.39 Group 1AAA.................$ 39.52 Group 1 .....................$ 37.84 17.39 17.39 Group 2 .....................$ 37.35 17.39 Group 3 .....................$ 36.93 17.39 Group 4 .....................$ 34.57 17.39 , Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, , excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft , of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 ' yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator ' on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 110 t GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off-road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrpers-concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; 1 Concrete finish mahine-laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other ' than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator i� ' WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page Ill I Category B Projects: 950 of the basic hourly reate for each , group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: , 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million ' excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. , HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be , elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. ' H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. , H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima I A WA160001 Modification 9 , Federal Wage Determinations for Highway Construction I 1 1 1 1 1 t POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off-road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 1 12 Page 113 ' GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol ' grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrpers-concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; , Concrete finish mahine-laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH , GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions , of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous I waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class "C" Suit - Base wage rate plus $.25 per hour. H-3 Class "B" Suit - Base wage rate plus $.50 per hour. H-4 Class "A" Suit - Base wage rate plus $.75 per hour. ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 114 ENGI0370-002 06/01/2015 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 26.16 13.55 GROUP 2 .....................$ 26.48 13.55 GROUP 3 .....................$ 27.09 13.55 GROUP 4 .....................$ 27.25 13.55 GROUP 5 .....................$ 27.41 13.55 GROUP 6 .....................$ 27.69 13.55 GROUP 7 .....................$ 27.96 13.55 GROUP 8 .....................$ 29.06 13.55 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler -Driver (CLD required) & Cable Tender, Mucking Machine WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 115 ' GROUP 2: A -frame Truck (single drum); Assistant Refrigeration , Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber , Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable -concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; , Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator , GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry , Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive ' Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; , Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more , drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ' ft. depth capacity); Turnhead (with re -screening); Vacuum Drill (reverse circulation drill under 8 inch bit) i [ --I LI WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 116 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes ' & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with ' blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber -tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, 1 super sucker; Lime Batch Tank Operator (REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot WA160001 Modification 9 Federal Wage Determinations for Highway Construction BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ----------------------- ENGI0612-012 06/01/2014 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates POWER EQUIPMENT OPERATOR GROUP 1A ...................$ 38.39 GROUP 1AA..................$ 38.96 GROUP 1AAA.................$ 39.52 GROUP 1 .....................$ 37.84 GROUP 2 .....................$ 37.35 GROUP 3 .....................$ 36.93 GROUP 4 .....................$ 34.57 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) _ $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA WA160001 Modification 9 Federal Wage Determinations for Highway Construction Fringes 17.40 17.40 17.40 17.40 17.40 17.40 17.40 Page 117 1 t t t t i1 1 t 1 t 1 1 1 t 1 1 11 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes - (including jib with height, bas to boom 200 tonsto 300 tons, or 250 ft of boom attachments; Tower crane over 175 ft in GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 411 D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto - grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine -shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 118 Page 119 ' GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill , locator; Outside Hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders -elevating type, belt; Motor ' patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump -Concrete; Roller, plant mix or multi-lfit materials; Saws -concrete; Scrapers, concrete and carry all; Service engineers -equipment; Trenching machines; Truck crane ' oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and ' under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger -mechanical; Power plant; Pumps -water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: , 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. ' 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities ' excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally ' designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site ' safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class "D" Suit - Base , wage rate plus $ .50 per hour. H-2 Class "C" Suit - Base wage rate plus $1.00 per hour. H-3 Class "B" Suit - Base wage rate plus $1.50 per hour. , H-4 Class "A" Suit - Base wage rate plus $2.00 per hour. -------------------------------------------------------------- I WA160001 Modification 9 Federal Wage Determinations for Highway Construction 1 J ENGI0701-002 01/01/2015 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates ' POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 39.47 GROUP 1A ....................$ 41.44 GROUP 1B ....................$ GROUP 2 .....................$ 43.42 37.58 GROUP 3 .....................$ 36.44 GROUP 4 .....................$ 35.36 GROUP 5 .....................$ 34.13 ' GROUP 6. .$ 30.94 Zone Differential (add to Zone 1 Zone 2 - $3.00 rates): Zone 3 - $6.00 t 1 ' WA160001 Modification 9 Federal Wage Determinations for Highway Construction Fringes 14.10 14.10 14.10 14.10 14.10 14.10 14.10 14.10 Page 120 Page 121 ' For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: , All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 , and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, ' Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. ' All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the , Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the , respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. , t t WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction Page 122 POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (1751) tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (2001) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto -Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (2001) of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page , (23 Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton , through eighty nine (89) ton with one hundred fifty foot (1501) boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three ' (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand ' (120,000) lbs. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto -Mill, pavement , profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable -Plow (any , type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi -engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; ' Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and ' Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) , ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel -Electric Engineer (Plant or Floating); Directional Drill over twenty ' thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator , over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade -all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar ' type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self -unloading; , Loader Operator, front end and overhead, twenty five thousand (25,000.) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping ' Machines; Rail, Ballast Tamper Multi -Purpose; Rubber -tired Dozers and Pushers; Scraper, all types; Side -Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber -tired, , over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); ' WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 124 ■ Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto -Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber -tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self -Propelled; Tractor, Rubber -Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler -Driver WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction Page 125 * IRON0014-005 07/01/2016 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 32.89 24.56 ---------------------------------------------------------------- IRON0029-002 07/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 40.52 24.71 ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction Rates Fringes IRONWORKER .......................$ 34.12 23.04 ---------------------------------------------------------------- * IRON0086-002 07/01/2016 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 32.89 24.56 ---------------------------------------------------------------- * IRON0086-004 07/01/2016 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER .......................$ 40.52 24.71 ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction LAB0O001-002 06/01/2014 ZONE 1: Rates Fringes Laborers: Page 126 CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,SKAGIT, SNOHOMISH,THURSTON AND WHATCOM COUNTIES GROUP 1 ....................$ 22.49 10.30 GROUP 2 ....................$ 25.79 10.30 GROUP 3 ....................$ 32.29 10.30 GROUP 4 ....................$ 33.08 10.30 GROUP 5 ....................$ 33.62 10.30 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 ....................$ 18.95 10.30 GROUP 2 ....................$ 21.76 10.30 GROUP 3 ....................$ 23.85 10.30 GROUP 4 ....................$ 24.43 10.30 GROUP 5 ....................$ 24.85 10.30 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ' ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 127 LABORERS CLASSIFICATIONS ' GROUP 1: Landscaping and Planting; Watchman; Window ' Washer/Cleaner (detail clean-up, such as but not limited to , cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; , Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator , Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; ' Clean-up Laborer; Concrete Form Stripper; Curing Laborer; ' Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material ' Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; ' Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same , respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole ' Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and ' Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained , breathing apparatus or a supplied air line). ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 128 LAB00238-004 06/01/2014 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) WA160001 Modification 9 Federal Wage Determinations for Highway Construction GROUP 1 .....................$ 22.25 10.95 GROUP 2 .....................$ 24.35 10.95 GROUP 3 .....................$ 24.62 10.95 GROUP 4 .....................$ 24.89 10.95 GROUP 5 .....................$ 25.17 10.95 LABORER (SPOKANE) GROUP 1 .....................$ 21.95 10.95 GROUP 2 .....................$ 24.05 10.95 GROUP 3 .....................$ 24.32 10.95 GROUP 4 .....................$ 24.59 10.95 GROUP 5 .....................$ 24.87 10.95 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 129 LABORERS CLASSIFICATIONS , GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and , maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. ' prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; , Carpenter Tender; Cement Handler; Clean-up Laborer; ' Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, , handling the nozzle of squeezcrete or similar machine,6 , inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); ' Dumpman; Fence Erector; Firewatch; Form Cleaning Machine ' Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); ' Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, , and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, ' cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall ' Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; , Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical , "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement ' Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; ' Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; , Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction ' GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) ---------------------------------------------------------------- LAB00238-006 06/01/2014 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, ' CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN ' Rates Fringes 1 Hod Carrier ......................$ 24.32 10.95 ---------------------------------------------------------------- LAB00335-001 06/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Laborers: ZONE 1: GROUP 1 ....................$ 28.65 GROUP 2 ....................$ 29.25 GROUP 3 ....................$ 29.69 GROUP 4 ....................$ 30.07 GROUP 5 ....................$ 26.15 GROUP 6 ....................$ 23.73 GROUP 7 ....................$ 20.53 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Fringes 10.05 10.05 10.05 10.05 10.05 10.05 10.05 Page 130 Page 131 a Zone Differential (Add to Zone 1 rates): ' Zone 2 $ 0.65 GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and ' Zone 3 - 1.15 Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Zone 4 - 1.70 Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, ' Zone 5 - 2.75 Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ' ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the Timber Faller and Bucker (hand labor); Toolroom Man (at job respective city hall. site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) , ZONE 3: More than 40 miles but less than 50 miles from the ' respective city hall. saw); Burners; Choker Splicer; Clary Power Spreader and ' similar types; Clean- up Nozzleman-Green Cutter (concrete, ZONE 4: More than 50 respective city hall. miles but less than 80 miles from the ' ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS ' GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and ' Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon ' Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; , Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) , GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and ' similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; ' Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; ' Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); ' Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) , WA160001 Modification 9 Federal Wage Determinations for Highway Construction ' Page 132 ' GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, ' rubber -mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster ' GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set ' up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive -Tunnel; Powderman-Tunnel; Shield Operator -Tunnel ' GROUP 5: Traffic Flaggers GROUP 6: Fence Builders ' GROUP 7: Landscaping or Planting Laborers -------------------------------------------------------------- LABO0335-019 09/01/2013 Rates Fringes ' Hod Carrier ......................$ 30.4710_05 ------------ - PAIN0005-002 06/01/2016 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ' Rates Fringes Painters: ' STRIPERS 29.25 98 ----- --------------------$ PAIN0005-004 03/01/2009 -----------14 ' CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ ---------------------------------------------------------------- 20.82 7.44 tWA160001 Modification 9 ' Federal Wage Determinations for Highway Construction Page 133 PAIN0005-006 07/01/2015 ' ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, ' LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes ' PAINTER Application of Cold Tar ' Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water ' and Sandblasting ............ $ 28.15 10.85 Over 30'/Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam -cleaning and Spray .... $ 23.05 10.85 ' Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 ' shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- , PAIN0055-003 10/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES , Rates Fringes PAINTER Brush & Roller ..............$ 22.97 9.85 High work - All work 60 ft. or higher ...............$ -----Spray and Sandblasting ...... $ ----- ---- -------------------- ------ 23.72 23.57 ------------------------ 9.85 9.85 ' PAIN0055-006 11/01/2014 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES ' Rates Fringes 1 Painters: HIGHWAY & PARKING LOT STRIPER $ ----- ---------------------- 33.43 -----------1 1 08 ' WA160001 Modification 9 ' Federal Wage Determinations for Highway Construction ' Page 134 PLAS0072-004 06/01/2015 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1 ......................$ 27.01 12.59 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528-001 06/01/2016 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON ................$ 39.52 16.04 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ....... $ 40.02 16.04 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 40.02 16.04 ---------------------------------------------------------------- PLAS0555-002 06/01/2015 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD..$ 30.58 18.18 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD ............ $ 30.58 18.18 CEMENT MASONS ...............$ 29.98 18.18 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS...$ 31.18 18.18 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037-002 06/01/2014 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Truck drivers: ZONE 1 GROUP 1 ....................$ 26.90 GROUP 2 ....................$ 27.02 GROUP 3 ....................$ 27.15 GROUP 4 ....................$ 27.41 GROUP 5 ....................$ 27.63 GROUP 6 ....................$ 27.79 GROUP 7 ....................$ 27.99 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Fringes 14.37 14.37 14.37 14.37 14.37 14.37 14.37 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 135 ' 1 1 1 t 1 1 1 1 1 u TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi -trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver -Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self -Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic -Welder -Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi -Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 136 Page 137 1 GROUP 7: Dump Trucks, side, end and bottom dumps, including , Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ----------------------------------------------------------- TEAM0174-001 01/01/2016 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1: ................... $ 33.38 17.87 GROUP 2: ................... $ 32.54 17.87 GROUP 3: ................... $ 29.73 17.87 GROUP 4 :...................$ 24.76 17.87 GROUP 5: ................... $ 31.44 17.87 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS "A GROUP 1 - -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four -Wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard , increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 138 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four -wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with less than 11 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired)(when used within Teamster jurisdiction); i Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying I respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- WA160001 Modification 9 Federal Wage Determinations for Highway Construction * TEAM0690-004 01/01/2016 Page 139 1 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams,Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1 ....................$ 20.17 16.69 GROUP 2 ....................$ 22.44 16.69 GROUP 3 ....................$ 22.94 16.69 GROUP 4 ....................$ 23.27 16.69 GROUP 5 ....................$ 23.38 16.69 GROUP 6 ....................$ 23.55 16.69 GROUP 7 ....................$ 24.08 16.69 GROUP 8 ....................$ 24.44 16.69 AREA 2: GROUP 1 ....................$ 21.77 16.69 GROUP 2 ....................$ 24.31 16.69 GROUP 3 ....................$ 24.42 16.69 GROUP 4 ....................$ 24.75 16.69 GROUP 5 ....................$ 24.86 16.69 GROUP 6 ....................$ 25.02 16.69 GROUP 7 ....................$ 25.56 16.69 GROUP 8 ....................$ 25.88 16.69 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office WA160001 Modification 9 Federal Wage Determinations for Highway Construction t Page 140 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber -tired, pulling trailer or similar equipment) iGROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser; ' Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck -Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super 1 sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons) ; 1 WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 141 1 GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate --------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). I The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of WA160001 Modification 9 Federal Wage Determinations for Highway Construction Page 142 the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 1 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the 1 most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. t IWA160001 Modification 9 Federal Wage Determinations for Highway Construction 1 WA160001 Modification 9 Federal Wage Determinations for Highway Construction , Page X43 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 1 WA160001 Modification 9 Federal Wage Determinations for Highway Construction , Page (44 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION WA160001 Modification 9 Federal Wage Determinations for Highway Construction 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: 07/29/2016 Count Trade Job Classification Wage lHoliday Overtime Note King Asbestos Abatement Workers Journey Level $43.95 5D 1 H 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 $22.741 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 $107.221 5D 4C 8A King Divers Et Tenders Diver On Standby $64.42 5D 4C King Divers Et Tenders Diver Tender $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $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 Leverman, Hydraulic $58.671 5D 3F Ll 1 J t t 1] i t t L� t fl 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 1 E King Electrical Fixture Maintenance Workers Journey Level $27.24 5L 1 E 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 Construction Groundperson $44.12 5A 4D King Electricians - Powerline Construction Heavy Line Equipment Operator $65.71 5A 4D King Electricians - Powerline Construction Journey Level Lineperson $65.71 5A 4D King Electricians - Powerline Construction Line Equipment Operator $55.34 5A 4D King Electricians - Powerline Construction Pole Sprayer $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 $85.45 7D 4A King Elevator Constructors Mechanic In Charge $92.351 7D 4A King Fabricated Precast Concrete All Classifications - In -Factory Work Only $16.55 5B 111 Products King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $37.26 7A 31 King Glaziers Journey Level $56.16 7L 1y King Heat Et Frost Insulators And Asbestos Workers Journeyman $63.18 5J 1S King Heating Equipment Mechanics Journey Level $72.83 7F 1E King Hod Carriers 8 Mason Tenders Journey Level $45.32 7A 31 King Industrial Power Vacuum Cleaner Journey Level $9.47 1 King Inland Boatmen Boat Operator $56.78 5B 1K King Inland Boatmen Cook $53.30 5B 1K King Inland Boatmen Deckhand $53.30 5B 1K King Inland Boatmen Deckhand Engineer $54.32 5B LK King Inland Boatmen Launch Operator $55.57 5B 1 K King Inland Boatmen Mate $55.57 5B 1 K King Inspection/Cleaning/Sealing Cleaner Operator, Foamer Operator $31.49 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection /Cleaning Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of 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 i 7A 31 King Laborers Airtrac Drill Operator $45.32 7A 31 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 Al 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 t F� t 1 r i.J L [1 King Laborers Crusher Feeder $37.26 7A 31 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 7A 31 King Laborers Drill Operator (hydraulic, diamond) $44.76 7A 31 King Laborers Dry Stack Walls $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 Genera[ 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 7A 31 King Laborers Guardrail Erector $43.95 7A 31 King Laborers Hazardous Waste Worker (level A) $45.32 7A 31 King Laborers Hazardous Waste Worker (level B) $44.76 7A 31 King Laborers Hazardous Waste Worker (level C) $43.95 7A 31 King Laborers High Scaler $45.32 7A 31 King Laborers Jackhammer $44.76 7A 31 King Laborers Laserbeam Operator $44.76 7A 31 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 7A 31 King Laborers Pavement Breaker $44.76 7A 31 King Laborers Pilot Car $37.26 7A 31 King Laborers Pipe Layer Lead $45.32 7A 31 King Laborers Pipe Layer/tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.76 7A 31 King Laborers Pipe Reliner $44.76 7A 31 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 $43.951 7A 31 King Laborers Stock Piler $43.95 7A 31 King Laborers Tamper 1t Similar Electric, Air It Gas Operated Tools $44.76 7A 31 King Laborers Tamper (multiple 13 Self- propelled) $44.76 7A 31 King Laborers Timber Person - Sewer (tagger, Shorer tt 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 8Q( King Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $88.70 7A 31 84 King Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $90.82 7A 31 I1 e� [l 11 t t t t t 1� 1 King Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $95.92 7A 31 88Q King Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $97.82 7A 31 8S King Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $99.82 7A 31 King Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $101.82 7A 31 King Laborers Tunnel Work-Guage and Lock Tender $45.42 7A 31 King Laborers Tunnel Work -Miner $45.42 7A 31 King Laborers Vibrator $44.76 7A 31 King Laborers Vinyl Seamer $43.95 7A 31 King Laborers Watchman $33.86 7A 31 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 General Laborer it Topman $43.95 7A 31 & Water King Laborers - Underground Sewer Pipe Layer $44.76 7A 31 E. Water King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 King Lathers Journey Level $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 $39.351 6Z 2B King Pile Driver Journey Level $54.27 5D 4C King Plasterers Journey Level $51.68 M 1R King Playground 8t Park Equipment Journey Level $9.47 1 Installers King Plumbers 8 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 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 $53.57 7A 3C 8P King Power Equipment Operators Brooms $53.57 7A 3C 8P King Power Equipment Operators Bump Cutter $56.44 7A 3C 8P King Power Equipment Operators Cableways $56.94 7A 3C 8P King Power Equipment Operators Chipper $56.44 7A 3C 8P King Power Equipment Operators Compressor $53.57 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $56.94 7A 3C 8P King Power Equipment Operators Concrete Finish Machine -laser Screed $53.57 7A 3C 8P King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $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 King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $56.44 7A 3C 8P King Power Equipment Operators 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 $58.10 7A 3C 8P King Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $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 King Power Equipment Operators Cranes: A -frame - 10 Tons And Under $53.57 7A 3C 8P King Power Equipment Operators Cranes: Friction cranes through 199 tons $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 t [l t t t t t t t i� t J it t 1�' King Power Equipment Operators Icrusher $56.441 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 Et Under $56.00 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $56.00 7A 3C 8P 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 $56.00 7A 3C 8P King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $53.57 7A 3C 8P King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $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 $57.51 7A 3C 8P King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $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 $56.941 7A3C 8P King Power Equipment Operators $56.94 7A I 3C I 8P �i J t 1 Lj t Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators 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 King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $57.51 7A 3C 8P King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $56.94 7A 3C 813 King Power Eq ui pmenL Operators Pavement Breaker $53.571 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane Mount) $56.44 7A 3C 813 King Power Equipment Operators Plant Oiler - Asphalt, Crusher $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 813 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 $53.57 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $56.00 7A 3C 8P King Power Equipment Operators Roto -mill, Roto -grinder $56.44 7A 3C 8P King Power Equipment Operators Saws - Concrete $56.00 7A 3C 813 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 813 King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $56.94 7A 3C 813 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 ___[$56.94 7A 3C 8P �i J t 1 Lj t t F1 t t t t 1 t Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $56.44 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $57.51 7A 3C 813 King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $58.10 7A 3C 8P King Power Equipment Operators Slipform Pavers $56.94 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et Screedman $56.94 7A 3C 8P King Power Equipment Operators Subgrader Trimmer $56.44 7A 3C 8P 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 King Power Equipment Operators Transporters, All Track Or Truck Type $56.94 7A 3C 8P King Power Equipment Operators Trenching Machines $56.00 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $56.44 7A 3C 813 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 $53.57 7A I 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 $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bobcat $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brooms $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $56.44 7A 3C 8P Underground Sewer Et Water 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 $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine -laser Screed $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $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 King Power Equipment Operators- Conveyors $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and over $58.67 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $57.51 7A 3C 813 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 King Power Equipment Operators- 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 $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Friction cranes through 199 tons $58.10 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Crusher $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 $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 int Under $56.00 7A 3C 8P Underground Sewer Et Water [1 t i 1 t t t 1 1 1 L�� 1 fl 1 1 King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $56.00 7A 3C 8P Underground Sewer int 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 $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $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 $56.44 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $56.94 7A 3C 8P Underground Sewer It 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 int Water King Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons And Under $53.57 7A 3C 8P Underground Sewer £t 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 £t Water King Power Equipment Operators- Loaders, Plant Feed $56.44 7A 3C 8P Underground Sewer lit 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 it 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 King Power Equipment Operators- Posthole Digger, Mechanical $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $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 $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $56.44 7A 3C 8P Underground Sewer Et Water King $56.00 7A 3C 8P n t 1 1 L 1 t 1 1 n t t t it 1 J u 1 1 Power Equipment Operators- Scrapers - Concrete Et Carry All Underground Sewer Et 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 King Power Equipment Operators- Spreader, Topsider Et Screedman $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $57.51 7A 3C 8P Underground Sewer Et Water 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 $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons And Over $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver Under 100 Tons $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $56.94 7A 3C 8P Underground Sewer Et Water "King Power Equipment Operators- Wheel Tractors, Farmall Type $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $56.44 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration Et Air Conditioning Mechanics Journey Level $74.36 6Z 1G King Residential Brick Mason Journey Level $52.82 5A .1 M 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 1 E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $38.40 7L 1H King Residential Insulation Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Pipefitters Journey Level $34.69 1 King Residential Refrigeration Et Air Conditioning Mechanics Journey Level $74.36 6Z 1G King Residential Sheet Metal Workers Journey Level (Field or Shop) $43.46 7F 1 R King Residential Soft Floor Lavers Journey Level $44.11 5A 3D King Residential Sprinkler Fitters Journey Level $42.73 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $52.82 5A 1M King Residential Terrazzo Workers Journey Level $47.46 5A .1 M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $46.46 5A 3H King Roofers Using Irritable Bituminous Materials $49.46 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $72.83 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $40.87 7M 1H King Shipbuilding Et Ship Repair Carpenter $40.41 7T 213 King Shipbuilding Et Ship Repair Electrician $41.43 7T 4B King Shipbuilding &Ship Repair Heat Et Frost Insulator $63.18 5J 1S King Shipbuilding Et Ship Repair Laborer $41.471 7T 4B 1 J t 1 t t 11 Lj King Shipbuilding&Ship Repair Machinist $41.46 7T 4B King ShybuildingEt 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 EtShip Repair Sheet Metal $41.43 7T 4B King Shipbuilding Et Ship Repair Shipfitter $41.48 7T 4B King Shipbuilding Et Ship Repair Trucker $41.32 7T 4B King Shipbuilding Et 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 Installer $22.92 1 King Sign Makers Et Installers (Electrical) Sign Maker $21.36 1 King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Lavers Journey Level $44.11 5A 3D 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) King Stone Masons Journey Level $52.82 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King Surveyors Assistant Construction Site Surveyor $56.00 7A 3C 8P King Surveyors Chainman $55.47 7A 3C 8P King Surveyors Construction Site Surveyor $56.94 7A 3C 8P King Telecommunication Technicians Journey Level $22.76 1 King Telephone Line Construction - Cable Splicer $37.60 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $20.79 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $36.02 5A 2B Outside 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) $34.94 5A 2B Outside King Telephone Line Construction - Telephone Lineperson $34.93 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.73 5A 2B Outside King Telephone Line Construction - Television Li neperson / Installer $26.31 5A 2B Outside King Telephone Line Construction - Television System Technician $31.50 5A 2B Outside King Telephone Line Construction - Television Technician $28.23 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.93 5A 2B Outside King Terrazzo Workers Journey Level $47.46 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finishers Finisher $38.29 5A 1 B King Traffic Control Stripers Journey Level $43.73 7A 1K 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) $51.25 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King . Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers 1 1 1 11 1 !1 t 1 t 1 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 03/02/2016 Edition, Published February 1St, 2016 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone g and bi-directional vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans _ 3, Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diame 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diamet 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugate for culverts and storm sewers, sizes 30 inch to 120 inches ii diameter. May also be treated, #5. Supplemental to Wage Rates 03/02/2016 Edition, Published February 1St, 2016 rates, X X !ter. X X er. X ad pipe n X X 1 r r ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and NL mounting sign structures, luminaries and o made from commercial bolt stock. See Contract Plans and Std. Plans for size 9. Aluminum Pedestrian Handrail - Pedestriar conforming to the type and material specifi contract plans. Welding of aluminum shall in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrice items such as trusses, beams, girders, etc. 11 Minor Structural Steel Fabrication - Fabrice Items such as special hangers, brackets, a structures, access ladders for irrigation bo) joint systems, etc., involving welding, cuttir boring of holes. See Contact Plans for iter drawings. 12. Aluminum Bridge Railing Type BP - Metal I conforming to the type and material specifi, in the Contract Plans. Welding of aluminur accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed conc and 70 ton concrete piling. Concrete to co Section 9-19.1 of Std. Spec.. 14. Precast Manhole Types 1, 2, and 3 with co sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 21 and with coneE Sections. See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, With adjustment sections. See Std. Plans. ts, for her items, shall be X and material type. i handrail ;ations set forth in the be X tion of major steel for bridges. X tion of minor steel cess doors for es, bridge expansion g, punching and/or X i description and shop )ridge railing ;ations set forth i shall be in X -ete piling for use as 55 iform to ies, adjustment X and adjustment X 1 L, 1 P, and 2 X Supplemental to Wage Rates 3 03/02/2016 Edition, Published February 1St, 2016 ITEM DESCRIPTION 17. Precast Concrete Inlet - with adjustment sectio See Std. Plans 18. Precast Drop Inlet Type 1 and 2 with metal gr, See Std. Plans. 19. Precast Grate Inlet Type 2 with extension an( See Std. Plans 20. Metal frames, vaned grates, and hoods for Cc Inlets. See Std. Plans 21. Precast Concrete Utility Vaults - Precast Conc various sizes. Used for in ground storage of L controls. See Contract Plans for size and con requirements. Shop drawings are to be provic prior to casting 22. Vault Risers - For use with Valve Vaults and l Vaults. 23. Valve Vault - For use with underground utilities See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete E use as new barrier or may also be used as Te Barrier. Only new state approved barrier may permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Er size and shape as shown in the Plans. Fabric annual approval for methods and materials to See Shop Drawing. Fabrication at other locations may be approve inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete W panel in size and shape as shown in Plans. Fabrication plant has annual approval for met[ to be used Supplemental to Wage Rates 03/02/2016 Edition, Published February 1St, 2016 YES NO >ns, X ite supports. X top units. X mbination X rete utility vaults of tility facilities and 3truction ed for approval X tilities X ' X arrier for ­nporary Concrete be used as X rth Wall Panels in ation plant has be used. X J, after facilities alls - tilt -up wall cods and materials X 4 1 1 11' 1 1 1 ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossi Slabs. 28. 12, 18 and 26 inch Standard Precast Prestres Standard Precast Prestressed Girder for use i Fabricator plant has annual approval of methc be used. Shop Drawing to be provided for apl casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - PrE Girders for use in structures. Fabricator plant of methods and materials to be used. Shop D provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tr use in structures. Fabricator plant has annual methods and materials to be used. Shop Dra) ' for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 1 31. Prestressed Precast Hollow -Core Slab — Prec Hollow -core slab for use in structures. Fabric approval of methods and materials to be used be provided for approval prior to casting girder See Std. Spec. Section 6-02.3(25)A. 32. Prestressed -Bulb Tee Girder Bulb Tee Prest use in structures. Fabricator plant has annual methods and materials to be used. Shop Dray for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover See Std. Plan. Supplemental to Wage Rates 03/02/2016 Edition, Published February 1st, 2016 ig Structure x ;ed Girder — i structures. ds and materials to >roval prior to x stressed Concrete has annual approval awing to be X -Beam Girders for approval of ving to be provided x ast Prestressed itor plant has annual Shop Drawing to x s. essed Girder for approval of ving to be provided x 5 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Str fabricated from steel tubing meeting AASHTO. Plans, and Contract Plans for details. The stE shall be galvanized after fabrication in accord; AASHTO-M-111. 35. Mono -tube Sign Structures - Mono -tube Sign E fabricated to details shown in the Plans. Shop approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabrice tubing meeting AASHTO-M-138 for Aluminum See Std. Plans, and Contract Plans for details. structure shall be galvanized after fabrication in accorda with AASHTO-M-111. 37. Steel Sign Post - Fabricated Steel Sign Posts Plans. Shop drawings for approval are to be F fabrication 38. Light Standard -Prestressed - Spun, preIstresse concrete poles. 39. Light Standards - Lighting Standards for use o illumination systems, poles to be fabricated to methods and materials as specified on Std. PI Provisions for pre -approved drawings. 40. Traffic Signal Standards - Traffic Signal Stand highway and/or street signal systems. Standa to conform with methods and material as spec See Special Provisions for pre -approved drawl 41. Precast Concrete Sloped Mountable Curb (Sin See Std. Plans. Supplemental to Wage Rates 03/02/2016 Edition, Published February 1s', 2016 acture M-183. See Std. el structure ince with X Iridge drawings for x ted from steel Alloys. The steel x nce is detailed in Std rovided prior to X d, hollow x i highway 3onform with ins. See Specia x irds for use on 'ds to be fabricated fied on Std. Plans. X n s _ gle and DualFaced) X 1 1 C 1 C 1 1 1 1 ITEM DESCRIPTION 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed 43. Cutting & bending reinforcing steel 44. Guardrail components 45. Aggregates/Concrete mixes 46. Asphalt 47. Fiber fabrics 48. Electrical wiring/components 49. treated or untreated timber pile 50. Girder pads (elastomeric bearing) 51. Standard Dimension lumber 52. Irrigation components YES NO Custom Std Message Signing Messag( X X X Custom Standar( End Sec Sec Covered by WAC 296-127-018 Covered by WAC 296-127-018 X X X X X X Supplemental to Wage Rates 7 03/02/2016 Edition, Published February 1st, 2016 ITEM DESCRIPTION YES NO 53. Fencing materials 54. Guide Posts 55. Traffic Buttons 56. Epoxy 57. Cribbing 58. Water distribution materials 59. Steel "H" piles 60. Steel pipe for concrete pile casings 61. Steel pile tips, standard 62. Steel pile tips, custom KA Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12. 010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 03/02/2016 Edition, Published February 1St, 2016 L� I,] WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the prec