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Home My WebLink About06/17/2014 05A 2013 Citywide Street Resurfacing; Final Payment to Columbia Asphalt & Gravel, Inc.BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 5.A. For Meeting of: June 17, 2014 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ITEM TITLE: Final Contract Payment for Columbia Asphalt & Gravel, Inc. - 2013 Citywide Street Resurfacing (Standard Motion V -B - Accept the project and approve the final payment). SUBMITTED BY: Debbie Cook, PE, Director of Utilities and Engineering Brett Sheffield - Chief Engineer - (509)-576-6797 SUMMARY EXPLANATION: This project (City Project No.: 2353) provided for the improvement of 28 lane miles of street segments during the summer of 2013. Work included pavement repair, planing bituminous pavement, paving with hot mix asphalt, constructing ADA ramps, and pavement markings. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Project Manager: Bob Desgrosellier Contractor: Columbia Asphalt & Gravel, Inc. Contract Award: 4/30/2013 Contract Cost: $3,598,317.78 Contractor's Bid was - $3,599,933.05 Final contract amount was under by $1,612.27 Amount this Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution: Other (Specify): Final Contract Payment Contract: Contract Term: Start Date: End Date: Item Budgeted: Amount: Ordinance: Funding Source/Fiscal Impact: Strategic Priority: Insurance Required? No Mail to: Phone: 509-576-6228 APPROVED FOR SUBMITTAL: RECOMMENDATION: Arterial Streets City Manager Accept the project and approve final estimate ATTACHMENTS: Description ❑ Agenda Final Upload Date 5/30/2014 Type Cover Memo City of Yakima City Engineering Division 129 N 2nd Street Yakima, WA 98901 TO: Columbia Asphalt & Gravel, Inc. PROJECT TITLE 2013 Citywide Street Resurfacing Project City Project No,: AS2353 Progress Estimate No.: Date AGENDA FINAL item. No. Description QTY 1.1' Unit Price $320.00 Bid Contract Amount $ 320.00 $ 15,300.00 To Date Quantity _.., % of Contract 100% Amount Previous Quantky Previous Payments $ 320,00 Quantity this period Amount Due $ Acct e Def SCHEDULE 'A' ® 1 1 EMIZEIMIllin $ 320.00 0 2 Mobilization 1 $15,30000 100% $ 15,300.00 $ 15,300 00 0 $ 3 Project Temporary Traffic Control 1 $48,000.00 $ 48,000.00 1 264 100% 88% $ 48,000.00 ® $ 48,000.00 $ 792.00 0 0 4 Saw Cut 300 $3.00 $ 90000 $ 792.00 5 Removing Cement Conc. Sidewalk 60 $50.00 $ 3,000.00 103.70 173% $ 5,185.00 103.70 $ 5,185.00 0 $ 6 Removing Cement Conc. Curb 165 LF $4.50 $ 742.50 216.20 $ 972.90 216.20 $ 972.90 0 $ 7 Planing Bituminous Pavement EST DOL $1.90 $ 79,448.50 $25,000.00 $ 25,000.00 59,014 0 0% $ 112,126.60 $ 59,014 $ 112,126.60 $ 0 0 $ $ 8 Crack Sealing 0 9 HMA CL 1/2 IN, PG 64-28 4,857 TON $80.00 $ 388,560.00 8,498.35 $ 679,868.00 8,498.35 $ 679,868.00 0 $ 10 HMA For Preleveling CL. 3/8 IN. PG 64-28 486 TON $85.00 $ 41,310,00 50.83 10% $ 4,320.55 50.83 $ 4,320.55 0 $ - 11 Anti -Stripping Additive EST DOL $10,000.00 $ 10,000.00 0 0% $ - 0 $ - 0 $ - 12 Adjust Valve Box 52 $330.00 $ 17,160.00 77 148% $ 25,410.00 $ 25,410.00 0 �� $ - 13 Adjust Manhole 37 587000 $ 32,190.00 46 124% $ 40,020.00 46 $ 40,020,00 0 14 Catch Basin Frame and Grate 1 D $645.00 $ 645,00 $3500 $ 6,300,00 3 216.8 300% 120% $ 1,935.00 $ 7,588.00 .: $ 1,935.00 $ 7,588,00 0 0 $ 15 Cement Conc. Traffic Curb and Gutter 180 $ - 16 Cement Conc. Pedestrian 140 $18.80 $ 2,632.00 133.1 W 160% $ 2,502.28 $ 8,000.00 $ 2,502.28 0 17 Adjust Monument Case 5 EA $1,000.00 $ 5,000.00 8 $ 8,000.00 0 $ - 18 Cement Conc. Sidewalk Ramp, Parallel A 3 EA $1,275,00 $ 3,825.00 5 167% $ 6,375.00 $ 6,375.00 0 $ - 19 Cement Conc. Sidewalk Ramp, Type Single d/a 7 EA $1,355,00 $ 9,485.00 7 100% $ 9,485.00 7 $ 9,485.00 0 $ - 20 Detecitible Warning Surface 260 SF $36.00 $ 9,360.00 256 98% $ 9,216.00 256 $ 9,216,00 0 $ - 21 Paint Line 16,000 LF $0.16 $ 2,560.00 33,802 211% $ 5,408.32 33802 $ 5,408.32 0 $ - 22 Painted Wide Lane Line 515 LF $0.18 $ 92 70 667 130% $ 120,06 $ 120.06 0 $ 23 Painted Stop Line 369 $0.75' $ 276.75 552 150% $ 414.00 552 $ 414.00 0 $ 24 Painted Traffic Arrow =M 200 16,000 1 ® ® E $35.00 $ 280.00 $4.30 $ 860.00 $0.13 $ 2,080.00 $1,050.00 $ 1,050,00 29 42,750 267% 100% $ 1,015.00 $ 7,421.80 29 42,750 $ 1,015.00 $ 7,421,80 $ 5,557.50 $ 1,05000 0 0 0 0 $ - $ $ - $ - 25 Painted Crosswalk Line Temporary Pavement Markings $ 5,557.50 $ 1,050.00 27 Additional Work 1 28 Repair or Replacement EST DOL $25,000.00 $ 25,000.00 153,777.80 615% $ 153,777,80 153,777.80 $ 153,777.80 0 $ SCHEDULE 'A' - TOTAL $ 731,377.45 158% $ 1,152,180.81 Item No. Description QTY UNIT Unit Price Bid Contract Amount To Date Quantity . __. % of Contract Amount Previous Quantity Previous Payments Quantity this period Amount Due Acct Def SCHEDULE 'B' 1 1 LS $320,00 $ 320.00 1 100% $ 320,00 1 $ 320.00 0 $ 2 Mobilization 1 LS 530,250,00 $ 30,250.00 r 1' . r r 1 $ 30,250 00 0 $ - 3 Project Temporary Traffic Control 1 LS $51,500.00 $ 51,500.00 r 1' . r r r $ 51,500.00 0 $ 4 Saw Cut 6,700 LF $1.25 $ 8,375.00 1,564 23% $ 1,955.00. $ 17,210.00 $ 1,955.00 $ 17,210.00 0 0 $ $ 5 Removing Cement Conc. Sidewalk 378 SY $50.00 $ 18,900 00 344.2 91% 6 Removing Cement Conc. Curb 535 LF $4.50 $ 2,407,50 570,7 107% $ 2,568.15 570.7 $ 2,568.15 0 $ 7 Pavement Repair Excavation Incl. Haul 1,310 CY $30.00 $ 39,300.00 339.5 26% $ 10,185.00 339,5 $ 10,185.00 0 $ 8 Crushed Surfacing Base Course 1,660 TON $18.00 $ 29,880 00 391.47 24% $ 7,046,46 391.47 $ 7,046.46 0 $ - 9 Planing Bituminous Pavement 25,150 SY $1.90 $ 47,785.00 25,319 101% $ 48,106.10 25,319 $ 48,106.10 0 $ 10 Crack Sealing EST DOT $35,000.00', $ 35,000.00 0 0% $ 0 $ - 0 $ 11 HMA CL. 1/2 IN, PG 64-28 4,625 TON $80.00 $ 370,000.00 4,855.31 105% $ 388,424.80 4,855.31 $ 388,424.80 0 $ - 12 HMA for Pavement Repair CL. 1/2 IN. PG 64-28 930 TON $88.00 $ 81,840.00 277.84 30% $ 24,449.92 278 $ 24,449.92 0 $ 13 HMA For Preleveling CL. 3/8 IN, PG 64-28 775 TON $85.00 $ 65,875.00 995.98 129% $ 84,658.30 995.98 $ 84,658 30 0 $ 14 Anti -Stripping Additive EST DOL $7,500.00 $ 7,500.00 0 0% $- 0 $ - 0 $ - 15 ,Adjust Valve Box 50 EA $330.00 $ 16,500,00 52 104% $ 17,160.00 52 $ 17,160.00 0 $ - 16 Adjust Manhole 29 EA 5870.00 $ 25,230.00 32 110% $ 27,840.00 32 $ 27,840.00 0 $ - 17 Adjust Catch Basin 24 EA $425.00 $ 10,200.00 4 17% $ 1,700.00 4 $ 1,700.00 0 $ - 18 Adjust Meter Box 6 EA $215.00 $ 1,290.00 11 183% $ 2,365.00 11 $ 2,365.00 0 $ 19 Adjust J -Box � 2 EA $215.00 $ 430.00 5 250% $ 1,075.00 5 $ 1,075.00 0 $ 20 Adjust Communication LID 10 EA 5600.00 $ 6,000,00 12 120% $ 7,200.00 12 $ 7,200.00 0 $ - 21 Cement Conc, Traffic Curb and Gutter 380 LF $35.00 $ 13,300.00 568 149% $ 19,880.00 568.0 $ 19,880.00 0 $ - 22 Cement Conc. Traffic Curb 125 LF 534.00 $ 4,250,00 74 59% $ 2,516 00 74 $ 2,516.00 0 $ 23 Cement Conc. Pedestrian Curb 290 LF 518,80', $ 5,452,00 167.9 58% $ 3,156.52 167.9 $ 3,156.52 0 $ - 24 Adjust Monument Case 1 EA 51,000.00 $ 1,000.00 3 300% $ 3,000.00 3 $ 3,000.00 0 $ - 25 Cement Conc Sidewalk 150 SY $56.00 $ 8,400.00 137.8 92% $ 7,716.80 137_8 $ 7,716.80 0 $ - 26 Cement Conc. Curb Ramp, Type Parallel A 2 EA $1,275.00 $ 2,550.00 2 100% $ 2,550,00 2 $ 2,550.00 0 $ - 27 Cement Conc. Curb Ramp, Type 4A 3 EA $1,325.00 $ 3,975.00 3 100% $ 3,975.00 3 $ 3,975.00 0 $ _ 28 Cement Conc, Curb Ramp, Type PerpendicularA 35 EA $1,310.00 $ 45,850,00 33 94% $ 43,230.00 33 $ 43,230.00 0 $ - 29 Cement Conc Curb Ramp, Type Perpendicular B 8 EA $1,360,00 $ 10,880 00 1 13% $ 1,360.00 1 $ 1,360.00 0 $ 30 Cement Conc. Curb Ramp, Type Single Direction A 5 EA $1,355.00 $ 6,775.00 15 300% $ 20,325.00 15 $ 20,325.00 0 $ 31 Traffic Island Replacement 1 LS $20,835.00 $ 20,835,00 1 100% $ 20,835.00 1 $ 20,835.00 0 $ - 32 Paint Line 15,600 LF $0.16 $ 2,496.00 16,302 105% $ 2,608.32 16302 1 $ 2,608.32 0 $ 33 Painted Wide Lane Line 3,300 LF $0.18 $ 594.00 1,191 36% $ 214.38 1191 $ 214,38 0 $ - Item No. Description QTY UNIT Unit Price Bid Contract Amount To Date Quantity 561 % of Contract 77% Amount $ 420.75 Previous Quantity 561 Previous Payments $ 420.75 Quantity this period 0 1 Amount Due $ Acct Def 34 Painted Stop Line 725 LF $0.75 $ 543.75 35 Painted Traffic Arrow 17 EA $35.00 $ 595.00 24 141% $ 840.00 24 $ 840.00 0 $ 36 Painted Crosswalk Line 210 LF $4.30 $ 903.00 4,696 2236% $ 20,192.80 4696 $ 20,192.80 0 $ - 37 Painted Railroad Crossing Symbol 4 EA $85.00 $ 340.00 4 100% $ 340.00 4 $ 340.00 0 $ 38 Painted Traffic Letter 8 EA $15.00 $ 120.00 12 150% $ 180.00 12 $ 180.00 0 $ 39 Temporary Pavement Markings 20,000 LF' $0.13 $ 2,600.00 39,248 196% $ 5,102.24 39,248 $ 5,102.24 0 $ 40 Additional Work 1 LS $6,150.00 $ 6,150.00 1 100% $ 6,150.00 1 $ 6,150.00 0 $ 41 Repair or Replacement EST EA $25,000.00 $ 25,000.00 50,446,28 202% $ 50,446.28 50446,28 $ 50,446.28 0 $ SCHEDULE' B' TOTAL $ 1,011,191.25 108% $ 939,052.82 $ SCHEDULE 'C' -- 1 SPCC Plan 1 LS $320.00 $ 320.00 1 100% $ 320.00 1 $ 320.00 0 $ 2 Mobilization 1 LS $47,000.00 $ 47,000.00 1 100% $ 47,000.00 1 $ 47,000.00 0 1 $ 3 Project Temporary Traffic Control 1 LS $64,100.00 $ 64,100.00 1 100% $ 64,100.00 1 $ 64,100.00 0 $ 4 Saw Cut 10,425 LF $1.25 $ 13,031.25 7,763 74% $ 9,703.75 7.763 $ 9,703.75 0 $ 5 Removing Cement Conc. Sidewalk 750 SY $5000 $ 37,500,00 810 108% $ 40,500.00 810 $ 40,500.00 0 $ 6 Removing Cement Conc, Curb 1,355 LF $4.50 $ 6,097.50 1,511 112% $ 6,799.50 1,511 $ 6,799.50 0 $ 7 Pavement Repair Excavation Incl. Haul 1,680 CY $30 00 $ 50,400.00 1,002 60% $ 30,060.00 1.002 $ 30,060.00 0 $ 8 Crushed Surfacing Base Course 3,200 TON $18,00 $ 57,600.00 1,423,68 44% $ 25,626.24 1,423.68 $ 25,626.24 0 $ 9 Planing Bituminous Pavement 34,660 SY $1 90 $ 65,854.00 45,657 132% $ 86,748.30 45,657 $ 86,748.30 0 $ -- 10 Crack Sealing EST DOT $85,000.00 $ 85,000.00 0 0% $ 0 $ 0 $ 11 HMA CL. 1/2 IN, PG 64-28 7,600 TON $80.00 $ 608,000.00 7,860.70 103% $ 628,856.00 '', 7,860.70 $ 628,856.00 0 $ - 12 HMA for Pavement Repair CL. 1/2 IN. PG 64-28 1,440 TON $88.00 $ 126,720.00 397.51 28% $ 34,980.88 39751 $ 34,980.88 0 $ - 13 HMA For Preleveling CL. 3/8 IN. PG 64-28 1,375 TON $85.00 $ 116,875,00 790.9 58% $ 67,226.50 790.90 $ 67,226.50 0 $ - 14 Anti -Stripping Additive EST DOL $10,000,00 $ 10,000.00 0 0% $ - 0 $ 0 $ 15 Adjust Valve Box 70 EA $330.00 $ 23,100.00 85 121% $ 28,050.00 85 $ 28,050.00 0 $ - 16 Adjust Manhole 13 EA $870.00 $ 11,31000 12 92% $ 10,440.00 12 $ 10,44000 0 $ - 17 Adjust Catch Basin 42 EA $425.00 $ 17,850.00 11 26% $ 4,675.00 11 $ 4,675.00 0 $ - 18 Adjust Meter Box 2 EA $215.00 $ 430.00 4 200% $ 860.00 :. r 0 19 AdjustJ-Box 7 EA $215.00 $ 1,505.00 5 71% $ 1,075.00 5 $ 1,075.00 0 $ - 20 .Adjust Communication LID 7 EA $600.00 $ 4,200.00 7 100% $ 4,200.00 7 $ 4,200.00 0 $ - 21 Cement Conc. Traffic Curb and Gutter 1,410 LF $35.00 $ 49,350.00 1,511 107% $ 52,885.00 1,511 $ 52,885.00 0 $ - 22 Cement Conc. Traffic Curb 75 LF $34.00 $ 2,550.00 0 0% $ - 0 $ - 0 $ - 23 Cement Con, Pedestrian Curb 680 LF $18.80 $ 12,784.00 647.5 95% $ 12,173.00 647.5 $ 12,173.00 0 $ - ltam No. Description QTY Unit Price Bid Contract Amount To Date Qua %of Contract Amount Previous Quantity Previous Pa nts Quantity this period I Acct '' Def 24 Adjust Monument Case 5 $1,000.00 $ 5,000,00 120% $ 6,000,00 $ 6,000,00 0 $ 25 Cement Conc, Sidewalk 240 $60.00 $ 14,400 00 258 108% $ 15,480.00 $ 15,480.00 0 26 Cement Conc. Curb Ramp, Type Parallel A 12 D D D $1,275.00 $ 15,300.00 $ 8,925.00 $ 30,475.00 $ 20,960.00 ® ®N ® ® =RI =ME 0 100% $ 15,300.00 $ 6,375.00 $ 33,125.00 $ 19,650.00 $ 2,720.00 $ 11,200.00 $ 8,740.00 MEM $ 760.14 ® Mil= EL= 1=11111 ® EN= MINI 0 $ 15,300.00 $ 6,375.00 $ 33,125.00 $ 19,650.00 0 �® $ $ _ MEM 27 Cement Conc. Curb Ramp, Type Parallel B 7 23 $1,275.00 0 0 0 0 0 0 0 0 28 Cement Conc. Curb Ramp, Type 4A $1,325,00 109% 200% 700% 0% 29 Cement Conc. Curb Ramp, Type PerpendicularA 16 1 D $1,310.00 $1,360.00 30 Cement Conc, Curb Ramp, Type Perpendicular B $ 1,360.00 $ 2,720.00 $ 11,200.00 $ 8,740.00 $ - $ 4,819.68 31 Cement Conc. Curb Ramp, Type Single Direction A 1 20 $1,600.00 $92.00 $ 1,600.00 $ 1,840.00 32 Cement Conc Driveway Type 1 33 Detectable warning surface ' SF $36.00 $ 1,224.00 34 • - - 28,150 LF $0.16 $ 4,504.00 30,123 Mal 107%11.1=1 100% 30,123 35 Painted Wide Lane Line 4,220 LF $0.18 $ 759.60 $ 315.00® =Mil 8 ME=$ 1 $ 760.14 $ 263.25 $ 1,505.00 $ 120.00 6,505.32 $ 13,700.00 0IMMEHIMI 0 0 0 0 0111=1 0 $ $IIM IEMIIIIMI 36 Painted Stop Line 420 ® 11E1 DOL $0.75 $35.00 $15.00 $0 12 Painted Traffic Arrow MIMES 1111111=1133 34,000 Emma ® $ 1,470.00 $ 60.00 =IN 8 MEM= 102% 200% $ 1,505.00 $ 120.00 $ 6,50532 $ 13,700.00 111121=1.21=161=11 Painted Traffic Letter 39 Temporary Pavement Markings $ 4,080.00 $ 13,700.00 $ 25,000.00Emin 40 Additional Work $13,700 00 $25,000.00 ® 100% ° 103 /o �• �� 41 Repair or Replacement SCHEDULE 'C' TOTAL MM' MII' ®INI=HIMIIM®- ® ® ® ® LS �� $320.00 $13,200.00 $ 320.00 ®� 100% ® 1 $ 320.00 0 0 �� II® MEM' 121_ MEM SCHEDULED' $ 320.00 $ 13,200.00 $ 17,500.00 1:11.1M $ - 1 SPCC Plan 1 1 1 2 Mobilization $ 13,200.00 ® ® 0 0 100% 100% 0% 0% $ 13,200.00 3 Project Temporary Traffic Control $17,500.00 $2.00 $ 17,500 00 $ 200.00 $ 40,500.00 0 $ 17,500.00 $ - 0 0 4 Saw Cut 100 1,350 5 Pavement Repair Excavation Incl Haul $30.00 0 $ $ 981.36 0 0 0 0 0 0 0� lif 11:® 'Crushed Surfacing Base Course 2,050 TON $18.00 $ 36,900.00 7 Asphalt Treated Base 760 TON 5,330 D EST DOL $60.00 $1.90 $ 45,600.00 $ 10,127.00EMMEN! $ 10,000,00 0 0 Inn 0 0% $ 15,937.20 0 MEM 0 $ $ 15,937.20 $ $ 129,049.60 $ Iiininill 1111=111 IMMIMIIM $ 8 Planing Bituminous Pavement 9 Crack Sealing $10,000.00 0% 160% 0% " $ 129,049.60111.1=11 $ 10 HMA CL 1/2 In, PG 64-28 1,010 LS $80.00 $85.00 $ 80,800.00 $ 8,500.00 11 HMA For Preleveling CL, 3/8 In. PG 64-28 100 TON 0 $ 12 Anti -Stripping Additive EST • $5,00000 $5,000.00 0 0% 0 $ - 0 13 •- - 7,300 $0.16 $ 1,168.00 10,647 $ 1,703.52 10,647 $ 1,703.52 0 $ Total Item No. Description ; QTY UNIT Unit Price Bid Contract Amount To Date Quantity % of Contract Amount Previous Quantity Previous Payments Quantity this period t Acct Def Additional Work 1 LS $0.00 $0 00 0 0% $ 0 $ - 0 $ Repair or Replacement DOL $25,000.00 $25,00000 0 0% 0 � 0 SCHEDULED' TOTAL $ 294,815.00 165% 5 178,691.68 50.00 Ell MEI IIMMlnIIIIIIIIMMIIMEIM MI TOTAL ALL SCHEDULES (A+B+C+D) $ 3,599,933.05 100% 1=11111.111111...=.11.111111111 50.00 MATERIALS ON HAND IMIIGMMIMIIMIIINEIIIM MOH Payment MOH Previous Remaining Payment %Constructed Deducted from Estimate Previously Deducted I. Sch A - Adjust Manhole ®� $10,654.89 $8,351.50 $0,00 $ 10,654.89 $0 00 $ 8,351.50 100% 100% $ 10,654.89 $ 8,351 50 $ 10,654,89 $ 8,351.50 $0.00 $0.00 16-1 Sch B - Adjust Manhole 16-1 Sch C - Adjust Manhole ®®� $3,743 61 $0.00 $ 3,743.61 100% $ 3,743,61 $ 3,743,61 $0,00 I. MEE TOTAL $0.00 IM SUB TOTAL $0.00 AMOUNT NOW DUE $0.00' I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER \s\ Brett Sheffield