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HomeMy WebLinkAbout10/17/2017 06E 2410 Airport Lane & 21st Ave; Project CompletionITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 6.E. For Meeting of: October 17, 2017 Project Completion and Contract Acceptance for Scout Lake Construction, Inc. - Project 2410 Airport Lane 8, 21st Ave (Standard Motion V -B -Accept the project and approve) Brett Sheffield - Chief Engineer - 509-576-6797 Scott Schafer, Public Works Director SUMMARY EXPLANATION: A final payment of $39,920.70 is recommended for Scout Lake Construction, Inc. for improvements made to South 21st Avenue and Airport Lane by extending 21st and realigning Airport Lane. Work included excavation, installing a water line and wastewater line, surfacing, paving with hot int< asphalt, constructing curb, gutter and sidewalk, installing a storm water system, illumination, fencing, pavement markings and other work per plans and specifications. Final inspection for this project was made and the recommendation that the project be accepted. A final payment of $39,920.70 (5% retainage) is due from the City to Scout Lake Construction, Inc. for the completion of the improvements to South 21st Avenue and Airport Lane. Project Manager: Brett Sheffield Contractor: Scout Lake Construction, Inc. Contract Awarded: 9/13/2016 Contract Cost: $812,461.29 Retainage Due: $39,920.70 The total contract cost is for construction only and does not include engineering and other costs. City Council action is required to accept the project and approve the final construction costs. ITEM BUDGETED: Yes STRATEGIC PRIORITY: Public Trust and Accountability APPROVED FOR City Manager SUBMITTAL: STAFF RECOMMENDATION: Accept Project BOARD/COMMITTEE RECOMMENDATION: ATTACHMENTS: Description Upload Date D FINAL 1Q'9/'2017 Type Greer Memo 2 City of Yakima City Engineering Division 129 N 2nd Street Yakima, WA 98901 TO: Scout Lake Construction, Inc. PROJECT TITLE S. 21st Avenue Improvements City Project No.: Progress Estimate No.: Date 2410 3 July 27, 2017 Total Item No. Desotiptlon QTY UNIT Unit Pdce Btd Contract Amount To Date Quantity % of Contract Amount Previous Quantity PteYIOUs Payments Quantity this period Amount Due Acct Def 1 Mobilization 1 LS $87,780.00 $ 87,780.00 1.00 100% $ 87,780.00 1.00 $ 87,780.00 30 2 Clearing and Grubbing 1 LS $3,380.00 $ 3,380.00 1 100% $ 3,380.00 1 $ 3,380.00 30 3 Removal of Structure and Obstruction 1 LS $4830.00 $ 4,830.00 1 100% $ 4830.00 1 $ 4830.00 30 4 Saw Cut 340 LF $2.20 $ 748.00 593 174% $ 1,304.60 593 $ 1,304.60 30 Grading 5 Roadway Excavation Incl. Haul 3174 CY $12.20 $ 38,722.80 3174 100% $ 38,722.80 3174 $ 38,722.80 30 6 Biofiltration Swale 500 LF $28.90 $ 14450.00 556 111% $ 16,068.40 556 $ 16,068.40 40 storm sewer 7 Catch Basin Type 1 18 EA $995.60 $ 17,920.80 18 100% $ 17,920.80 18 $ 17,920.80 40 8 Catch Basin Type 1L 1 EA $1,290.00 $ 1,290.00 1 100% $ 1,290.00 1 $ 1,290.00 40 9 Schedule A Storm Sewer Pipe 12 in. Diam. 251 LF $32.27 $ 8099.77 255 102% $ 8228.85 255 $ 8228.85 40 Surfacing 10 Crushed Surfacing Base Course 2295 TON $18.21 $ 41,791.95 2460.62 107% $ 44807.89 2460.62 $ 44,807.89 30 11 Crushed Surfacing Top Course (for backfill) 31 TON $15.38 $ 476.78 32.43 105% $ 498.77 32.43 $ 498.77 30 Asphalt Treated Base 12 Asphalt Treated Base 1418 TON $83.60 $ 118544.80 1280.46 90% $ 107,046.46 1280.46 $ 107,046.46 30 Hot Mtx Asphalt 13 HMA for pavement repair CL. 1/2 in. pg 64-28 12 TON $145.20 $ 1,742.40 0 0% $ - 0 $ - 30 14 HMA CL. 1/2 In. Pg 64-28 730 TON $94.60 $ 68058.00 785.19 108% $ 74278.97 785.19 $ 74278.97 30 15 Job Mix Compliance Price Adjustment 1 Calc $1.00 $ 1.00 0 0% $ - 0 $ - 30 16 Compaction Price Adjustment 1 Calc $1.00 $ 1.00 0 0% $ - 0 $ - 30 17 HMA for approach CL. 1/2 In. Pg 64-28 32 TON $148.50 $ 4752.00 32 100% $ 4752.00 32 $ 4752.00 30 Erosion Control and Roadside Restoration 18 ESC Lead 12 DAY $154.00 $ 1,848.00 31 258% $ 4774.00 31 $ 4774.00 30 19 Topsoil Type B 120 CY $5.51 $ 661.20 0 0% $ - 0 $ - 30 20 Inlet Protection 19 EA $56.79 $ 1,079.01 19 100% $ 1,079.01 19 $ 1,079.01 40 21 1 1/2 In. Chips 180 TON $32.45 $ 5,841.00 183.07 102% $ 5,940.62 183.07 $ 5,940.62 40 22 Repair or Replacement 1 EST $5,000.00 $ 5,000.00 0 0% $ - 0 $ - 30 Traffic 23 Cement Conc. Traffic Curb and Gutter 3483 LF $11.22 $ 38079.26 3494 100% $ 39,202.68 3494 $ 38202.68 30 Item '.., No. '.. Description OTT '.. UNIT '...Unit Price 6Id Contract '.... '.. Amount TO Date '.... Quantity', % of '.... Contract Amouht PreVIaus quar*ity Pre4Iesls Payments ia..Uaritlty this period '.... Amount '.. Due '.... ACCC '.... Def 24 Plastic Stop Line 20 LF $11.00 $ 220.00 19 95% $ 209.00 19 $ 209.00 30 25 Permanent Signing 1 LS $330.00 $ 330.00 1 100% $ 330.00 1 $ 330.00 30 26 Illumination System No. 1 1 LS $16,540.00 $ 16,540.00 1 100% $ 16,540.00 1 $ 16,540.00 63 27 Project Temporary Traffic Control 1 LS $4,455.00 $ 4,455.00 1 100% $ 4,455.00 1.00 $ 4,455.00 30 Omer Items 28 Structure Excavation Class B Incl. Haul 168 CY $21.05 $ 3,536.40 168 100% $ 3,536.40 168 $ 3,536.40 40 29 Monument Case and Cover 12 EA $339.59 $ 4,075.08 12 100% $ 4,075.08 12 $ 4,075.08 30 30 Cement Conc. Sidewalk - 4 In. Thick 875 SY $28.60 $ 25,025.00 892 102% $ 25,511.20 892 $ 25,511.20 61 31 Cement Concrete Residential Approach 23 SY $38.50 $ 885.50 36 157% $ 1,386.00 36 $ 1,386.00 61 32 Cement Conc. Commercial Approach Type 1 16 SY $38.50 $ 616.00 13.72 86% $ 528.22 13.72 $ 528.22 61 33 Cement Conc. Sidewalk Ramp Type Par A 3 EA $825.00 $ 2,475.00 3 100% $ 2,475.00 3 $ 2,475.00 61 34 Cement Conc. Sidewalk Ramp Type Par B 1 EA $825.00 $ 825.00 1 100% $ 825.00 1 $ 825.00 61 35 Cement Conc. Sidealk Ramp Type Single Dir A 2 EA $825.00 $ 1,650.00 2 100% $ 1,650.00 2 $ 1,650.00 61 36 Chain Link Fence Type 3 700 LF $24.08 $ 16,856.00 334 48% $ 8,042.72 334 $ 8,042.72 30 37 Chain Link Fence Type Airport 742 LF $27.07 $ 20,085.94 617 83% $ 16,702.19 617 $ 16,702.19 30 38 End, Gate, Corner, & Pull post for chain Zink fence 8 EA $117.70 $ 941.60 4 50% $ 470.80 4 $ 470.80 30 39 End, Gate, Corner, & Pull post for chain Zink fence 18 EA $162.80 $ 2,930.40 19 106% $ 3,093.20 19 $ 3,093.20 30 40 Relocate Double Gate 1 EA $660.00 $ 660.00 1 100% $ 660.00 1 $ 660.00 30 41 Slide Gate 20 Ft. 1 EA $19,015.00 $ 19,015.00 1 100% $ 19,015.00 1 $ 19,015.00 30 42 Adjust Manhole 1 EA $477.60 $ 477.60 1 100% $ 477.60 1 $ 477.60 30 43 Adjust Valve Box 6 EA $280.44 $ 1,682.64 6 100% $ 1,682.64 6 $ 1,682.64 30 44 Minor Change 1 Calc $25,000.00 $ 25,000.00 2.12 212% $ 52,918.99 2.12 $ 52,918.99 30 45 SPCC Plan 1 LS $616.00 $ 616.00 1 100% $ 616.00 1 $ 616.00 30 46 Mailbox Support Type 1 1 EA $654.55 $ 654.55 0 0% $ - 0 $ - 30 SUBTOTAL $ 616,650.48 $ 627,105.90 $ 627,105.89 Water Lines 47 Bank Run Gravel for Trench Backfill 480 TON $14.30 $ D864.00 0 0% $ - 0 $ - 34 48 Gate Valve 6 In. 3 EA $1,061.48 $ 3,184.44 7 233% $ 7,430.36 7 $ 7,430.36 34 49 Butterfly Valve 12 In 5 EA $1,497.82 $ 7,489.10 4 80% $ 5,991.28 4 $ 5,991.28 34 50 Hydrant Assembly 4 EA $4,498.36 $ 17,993.44 4 100% $ 17,993.44 4 $ 17,993.44 34 51 Ductile Iron Pipe for Water Main 6 in. diam. 112 LF $76.43 $ 8,560.16 112 100% $ 8,560.16 112 $ 8,560.16 34 52 Ductile Iron Pipe for Water Main 8 in. diam. 10 LF $105.79 $ 1,057.90 0 0% $ - 0 $ - 34 53 Ductile Iron Pipe for Water Main 12 in. diam. 1520 LF $46.84 $ 71,196.80 1516 100% $ 71,009.44 1516 $ 71,00944 34 54 Shoring or Extra Excavation Class B 6840 SF $0.11 $ 752.40 6840 100% $ 752.40 6840 $ 752.40 34 SUBTOTAL $ 117,098.24 $ 111,737.08 $ 111,737.08 Item '.., No. '.. Description QTY '.. UNIT '...Unit Price Sin Contract '.... '.. Amount To Date '.... Quantity', % of '.... Contract Amouht PrevIauS Quar*ity Pr vIou Payments Ca..Uaritlty this period '.... Amount '.. Due '.... ACCC '.... Def Sales Tax @8.2% $ 9,602.06 $ 9,162.44 $ 9,162.44 TOTAL $ 126,700.30 $ 120,899.52 $ 120,899.52 Sanitary SewerAltemate Sanitary Sewer 1 Saw Cut 470 LF $2.20 $ 1,034.00 328 70% $ 721.60 328 $ 721.60 35 2 Crushed Surfacing Base Course 88 TON $26.62 $ 2,342.56 184.87 210% $ 4,921.24 185 $ 4,921.24 35 3 Crushed Surfacing Top Course for pipe zone bed 385 TON $14.30 $ 5,505.50 499.69 130% $ 7,145.57 500 $ 7,145.57 35 4 HMA for pavement repair CL. 1/2 in. pg 64-28 50 TON $148.50 $ 7,425.00 112.34 225% $ 16,682.49 112 $ 16,68249 35 5 Manhole Type 1 5 EA $2,199.73 $ 10,998.65 5 100% $ 10,998.65 5 $ 10,998.65 35 6 PVC Sanitary Sewer Pipe 8 In. diam. 1100 LF $16.42 $ 18,062.00 1100 100% $ 18,062.00 1100 $ 18,062.00 35 7 Shoring or Extra Excavation Class B 9450 SF $0.11 $ 1,039.50 9450 100% $ 1,039.50 9450 $ 1,039.50 35 SUBTOTAL $ 46,407.21 $ 59,571.05 $ 59,571.05 Sales Tax @ 8.2% $ 3,805.39 $ 4,884.83 $ 4,884.83 TOTAL $ 50,212.60 $ 64,455.87 $ 64,455.88 $ 780,155.93 $ 798,414.02 $ 13,407.45 $ 14,047.27 $ 793,563.38 $ 812,461.29 GRAND TOTAL WITH SEWER ALTERNATE $ 793,563.38 102% $ 812,461.29 $ 812,46129 RETAINAGE. DUE $39,920.70 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER /s/ Brett Sheffield