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HomeMy WebLinkAbout12/08/2020 04D Complete Streets Sidewalk Pro. 2458 - Project Completion for Belsaas & Smith Construction, Inc. 't..an,gtntj ka d E$A BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 4.D. For Meeting of: December 8, 2020 ITEM TITLE: Project Completion and Contract Acceptance for Belsaas & Smith Construction, Inc. - Project 2458 Complete Streets Sidewalk SUBMITTED BY: Bob Desgrosellier-Acting City Engineer- 509-575-6228 Scott Schafer- Director of Public Works - 509-576-6411 SUMMARY EXPLANATION: City Project 2458 provided for Complete Street Sidewalks project. The City contracted with Belsaas & Smith Construction, Inc. for the construction of sidewalks, curb and gutter, and ADA ramps in specific locations on Swan Avenue, Race Street, Viola Avenue, and related work on Powerhouse Avenue. Final inspection for this project was made and the recommendation is that the project be accepted. Project completion is subject to issuance of Certificate of Payment by the Department of Revenue and authorizations from state agencies allowing final payment. A final payment of$19,724.55 (5% retainage) is due from the City to Belsaas & Smith Construction, Inc. for the completion of the work. Project Manager: Bob Desgrosellier Contractor: Belsaas & Smith Construction, Inc. Contract Awarded: 11/27/2019 Contract Cost: $394,491.00 Retainage Due: $19,724.55 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 Safety APPROVED FOR SUBMITTAL BY THE CITY MANAGER RECOMMENDATION: Accept Project 2 ATTACHMENTS: Description Upload Date Type D Final 11125/2020 a‘er Memo City of Yakima PROJECT TITLE Complete Streets Sidewalk Improvements City Engineering Division 129 N 2nd Street City Project No: 2458 Yakima,WA 98901 TO: Belsaas&Smith Progress Estimate No. FiNAL Date November 23,2020 Total . ... ..... Item .. . Unit 7 Bid Contract..' To Date %of —' Amount .' Previous ' Previous 1 Quantity Amount No. Description QTY UNIT - .Price Amount ' Quantity Contract' Quantity . Payments . ,this.period Due. . i . SCHEDULE A-SWAN AVENUE . __. .. 1 SPCC Plan 1 LS $100.00 $ 100.00 1 100% $ 100.00 1 $ 100 00 0 . $ 2 Mobilization 1 LS $9,000.00 $ 9,000.00 1 100% $ 9,000_00 1 $ 9,000.00 0 $ - 3 Project Temporary Traffic Control 1 LS $5,000.00 $ 5,000.00 1 100% $ 5,000 00 1 $ 5,000,00 0 $ - 4 .Clearing and Grubbing , 1 LS 59,000.00 $ 9,000.00 1 100% , $ 9,000.00 1 $ 9,000,00 0 $ = 5 Removal of Cement Conc.Curb 216 LF $8 00 $ 1,728,00 304 141% $ 2,432.00 304 $ 2,432.00 0 $ • .., 6 Sawcut 6 LF . $10.00 $ 80.00 479 , 5988% . 5 4,790.00 479 $ 4,790 00 0 $ _ --— 7 ,Sawcut Driveway Curbing 26 EA _ $120.00 $ 3,120.00 0 0% $ = 0 $ - 0 $ . .. 8 Roadway Excavation Incl,Haul 40 CY $100.00 $ 4,000.00 , 40 100% $ 4,000.00 40 $ 4,000 00 0 $ ... 9 Cement Conc.Traffic Curb and Gutter 216 LF $40.00 $ 8,640,00 804 372% $ 32,160_00 804 ' $ 32,160.00 0 $ - = 10 Reconstruct Chain Link Fence,4 Foot 14 LF $50.00 $ 700.00 14 100% $ 700.00 14 $ 700.00 0 $ - . - 11 Reconstruct Wire Fence&Posts,4 Foot 56 LF $30.00 $ 1,680.00 56 100% $ 1,680.00 56 $ 1,680.00 0 $ _ .... . , 12 Cement Concrete Sidewalk-4 inch thick 349 SY $64.00 5 22,336 00 362 104% $ 23,168 00 362 $ 23.168.00 0 $ - 13 Cement Concrete Sidewalk-6 inch thick 234 SY $80.00 S 18,720 00 273.5 117% $ 21,880.00 273 5 $ 21,880 00 0,0 $ . 14 Cement Conc.Curb Ramp Type Single Direction , 1 EA $1,100 00 $ 1,100.00 1 100% $ 1,100 00 1 $ 1,100.00 0 . $ _ 15 Permanent Signing 1 LS $300.00 $ 300 00 1 100% $ 300 00 1 . $ 300.00 0 $ - 16 Mail Box Support,Type 1 9 EA $500.00 $ 4,500.00 0 010 $ . 0 $ - 0 $ - 17 Repair or Replacement 1 DOL $5,000.00 $ 5,000.00 0 0% $ - 0 $ - 0 $ ,...... ... . . . . . TOTAL SCHEDULE'A' ' $ 95,004.00 $ 115,310,00 $ , SCHEDULE B-VIOLA AVE , .1 SPCC Plan 1 LS $100 00 $ 100.00 1 100% $ 100.00 1 $ 100,00 0 $ = 2 Mobilization 1 LS $10,000.00 $ 10,000 00 1 100% $ 10,000.00 1 $ 10,000.00 ' 0 $ - • .... 3 Project Temporary Traffic Control 1 LS , $5.000.00 5 5,000,00 1 100% $ 5,000.00 1 $ 5,000.00 0 $ • 4 Clearing and Grubbing 1 LS S10,000.00 $ 10,000.00 1 100% $ 10,000 00 1 $ 10,000 00 0 $ • 5 Removal of Cement Conc Sidewalk 10 SY $10,00 $ 100.00 142 5 1425% , 5 1,425 00 142 5 $ 1,425.00. 0.0 5 . 6 Removal of Cement Conc,Curb 459 , LF $8.00 $ 3,672.00 556 121% $ 4,448,00 556 $ 4,448 00 0 $ - co - 1 7 Sawcut 191 LF $5,00 $ 955,00 , 702 , 36B% $ 3,510.00 702 $ 3,510.00 0 $ - 8 Sawcut Driveway Curbing 26 EA , $120.00 $ 3,120,00 0 0% $ - 0 $ = 0 $ - _ . . - Item Unit ''.Bid Contract ' To Date : °�of Amount ' PirwkiuuS' Previous Quantity . '4Amount No. Description QTY UNIT Price Amount Quantity Contract Quantity. Payments this period Due i 9 Roadway Excavation Inc! Haul 130 CY $100 00 $ 13,000,00 137 105% $ 13,700.00 137 $ 13,700 00 0 $ - 10 Cement Cone Traffic Curb and Gutter 263 LF $40 00 $ 10,520.00 666 253% $ 26,640.00 666 $ 26,640.00 0 S 11 Cement Conc. Sidewalk-4 inch thick 573 SY i $64.00 $ 36,672.00 604.5 105% $ 36,686,00 604.5 $ 38,688,00 0.0 $ - 12 Cement Concrete Sidewalk-6 inch thick 203 SY $80,00 5 16,240.00 248.5 122% $ 19,880 00 248.5 $ 19,880.00 0 0 $ - 13 Cement Conc Curb Ramp Type PerpendicularA 1 I EA $1,100 00 S 1,100 00~ 1 100% $ 1,100.00 1 $ 1,100.00 0 $ i - 14 Cement Conc Curb Ramp Type Single Direction 12 ' EA $1,100 00 $ 13,200 00 12 100% $ 13,200.00 12 $ 13,200 00 0 $ - 15 Permanent Signing 1 LS $300 00 $ 300.00 1 100% S 300.00 1 $ 300.00 0 $ - 16 Mailbox Support,Type 1 7 EA $500 00 $ 3,500 00 7 100% $ 3,500.00 7 $ 3,500,00 0 $ - 17 Repair or Replacement 1 DOL $5,000.00 $ 5,000.00 0 0% $ - 0 $ - 0 $ - TOTAL SCHEDULE'B' $ 132,47900 $ 151,491,00 $ - SCHEDULE C-RACE STREET 1 SPCC Plan 1 LS 5100.00 $ 100,00 1 100% $ 100.00 1 $ 100.00 0 $ - 2 Mobilization 1 LS 58,000.00 $ 8,000 00 1 100% $ 8,000.00 1 $ 8,000 00 0 $ - 3 Project Temporary Traffic Control 1 LS $4,000 00 $ 4,000.00 1 100% , $ 4,000.00 1 $ 4,000.00 0 $ 4 Clearing and Grubbing l 1 LS $9.000.00 $ 9,000,00 1 100% $ 9,000.00 1 $ 9,000.00 0 $ 5 Removal of cement conc Sidewalk 25 SY $10.00 $ 250,00 17 5 70% $ 175.00 17,5 $ 175 00 0 0 $ 6 Removal of cement conc Curb 223 LF $8,00 $ 1,784.00 210 94% $ 1,680.00 210 $ 1,680,00 0 $ i - 7 Sawcut 25 LF $800 $ 200.00 218 872% $ 1,744.00 218 $ 1,744.00 0 i $ - 8 Sawcut Driveway Curbing 6 EA $120.00 $ 720,00 0 0% $ - 0 $ - 0 5 - 9 Roadway Excavation Incl.Haul 80 CY $100.00 $ 8,000.00 80 100% $ 8,000,00 80 $ 8,000 00 0 $ 10 Cement Cone,Traffic Curb and Gutter 193 LF $40.00 $ 7,720.0D 210 109% $ 8,400.00 210 $ 8,400,00 0 $ - 11 Reconstruct Chain Link Fence,4 Foot 303 LF $25,00 $ 7,575.00 303 100% $ 7,575.00 303 $ 7,575 00 0 $ - r 12 Cement Concrete Sidewalk-4 inch thick 426 SY $64.00 $ 27,264.00 389 91% $ 24,896.00 389 5 24,896 00 0 $ - 13 Cement Concrete Sidewalk-6 inch thick 58 SY $80.00 $ 4,640 00 61 105% $ 4,880.00 61 $ 4,880,00 0 $ - 14 Cement Conc.Curb Ramp Type Single Direction 7 EA $1,100.00 $ 7,700 00 8 114% $ 8,800.00 8 $ 8,800.00 0 $ - 15 ,Permanent Signing 1 LS $300,00 $ 300.00 1 100% $ 300.00 1 $ 300.00 0 $ - 16 Mail Box Support,Type 1 1 EA $500.00 $ 500 00 0 0% $ = 0 $ - 0 $ - 17 Repair or Replacement 1 DOL $5,000.00 $ 5,000,00 0 0% $ 0 $ - 0 $ - TOTAL SCHEDULE $ 92,753.00 ' $ 87,550_00 $ SCHEDULE D-POWERHOUSE AVE ... . . Item Unit Bid Contract To Date ' %of ' Amount ' ' Previous Previous 1 Quantity 1 Amount - No, Description QTY UNIT Price Amount Quantity Contract Quantity Payments thls period Due 1 SPCC PLAN 1 LS $100.00 $ 100.00 1 100% $ 100.00 1 $ 100.00 0 $ _ 2 Mobilization 1 LS $4,000,00 $ 4,000.00 1 100% $ 4,000.00 1 $ 4,000 00 0 $ _ . _ 3 Project Temporary Traffic Control 1 LS $5,000 00 $ 5,000.00 1 100% $ 5,000 00 1 $ 5,000_00 0 $ .. .. — , . 4 Structure Excavation Class B Incl,Haul 28 CY $50 00 $ 1,400 00 28 100% $ 1,400.00 28 $ 1,400 00 0 $ 5 Schedule A Storm Sewer Pipe,12 in,diam 74 LF $45.00 $ 3,330.00 74 100% $ 3,330 00 74 $ 3,330.00 0 $ - _ .._ 6 'Schedule A Storm Sewer Pipe,8 in diam 235 LF $36 00 $ 8,460 00 235 100% $ 8,460.00 235 $ 8,460 00 0 $ _ ... 7 Infiltration Trench 2 EA $2,000 00 S 4,0D0.D0 2 100% $ 4,000,00 2 $ 4,000 00 i 0 $ . 8 Catch Basin Type 1 5 i EA $1,500.00 S 7,500 00 5 100% $ 7,500.00 5 $ 7,500 00 1 0 $ • .. ...,. 9 Catch Basin Type 2-48 Inch 2 EA $2,800.00 $ 5,600,00 2 100% $ 5,600.00 2 $ 5,600.00 t 0 $ .. — _ . 10 Crushed Surfacing Top Course(for trench backfill) 30 TON $25 00 $ 750,00 30 100% S 750 00 30 $ 750.00 i 0 $ 11 Repair or Replacement 1 DOL $5,000.00 $ 5,000,00 0 0% $ 0 $ - i 0 $ . ..... .,.. ....TOTAL SCHEDULE'D' $ 45,140.00 $ 40,140 00 _ $ __. . —___ ... TOTAL SCHEDULE'A' $ 95,004 00 $ 115,310.00 TOTAL SCHEDULE'B $ 132,479.00 , $ 151,491.00 , .... TOTAL SCHEDULE'C' $ 92,753.00 $ 87,550 00 TOTAL SCHEDULE'D' $ 45,140,00 $ 40,140.00 . ,. . . . . . _. .. . TOTAL ALL SCHEDULES $ 365,376 ,.00 93% , $ 394,491.00 $ . . _ FINAL $394,491 00 .i. NO SALES TAX ... . .... 5%RETAINAGE DUE $19,724.55 . .......„. _ .... ...I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER is/Bob Desgrosellier Acting City Engineer cn