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Contractor's Application for PaymentOwner's Project No.:Engineer's Project No.:Agency's Project No.:2 From07/01/23to 07/28/23AC D E F F1 F2 G H I J K LItem Quantity UnitsUnit Price($)Value of Bid Item(C X E)($)Quantity Previous EstimateValue Previous EstimateEstimated Quantity Incorporated in the WorkValue of Work Completed to Date(E X G)($)1 1.00 LS 43,600.00 43,600.00 - 0.75 32,700.00 32,700.00 75% 10,900.00 2 51.00 EACH 220.00 11,220.00 51.00 11,220.00 51.00 11,220.00 11,220.00 100% - 3 14.00 EACH 95.28 1,333.92 - 14.00 1,333.92 1,333.92 100% - 4 14.00 EACH 40.12 561.68 - - - - 561.68 5 430.00 LF 2.67 1,148.10 - 397.00 1,059.99 1,059.99 92% 88.11 6 470.00 LF 2.67 1,254.90 - 271.00 723.57 723.57 58% 531.33 7 80.00 LF 5.00 400.00 - 113.00 565.00 565.00 141% (165.00)8 240.00 SY 7.74 1,857.60 - 395.00 3,057.30 3,057.30 165% (1,199.70)9 70.00 SY 17.12 1,198.40 - 72.00 1,232.64 1,232.64 103% (34.24)10 30.00 SY 15.69 470.70 - 16.00 251.04 251.04 53% 219.66 11 10.00 SY 28.34 283.40 - - - - 283.40 12 27.00 SY 15.69 423.63 - 31.00 486.39 486.39 115% (62.76)13 1,850.00 LF 3.27 6,049.50 - 2,484.00 8,122.68 8,122.68 134% (2,073.18)14 1,193.00 CY 22.22 26,508.46 - 1,553.00 34,507.66 34,507.66 130% (7,999.20)15 210.00 CY 30.35 6,373.50 - - - - 6,373.50 16 344.00 CY 6.05 2,081.20 - 897.00 5,426.85 5,426.85 261% (3,345.65)17 1,655.00 CY 9.38 15,523.90 - 615.00 5,768.70 5,768.70 37% 9,755.20 18 330.00 CY 21.69 7,157.70 - - - - 7,157.70 19 210.00 CY 30.71 6,449.10 - - - - 6,449.10 20 752.00 CY 13.89 10,445.28 - - - - 10,445.28 21 16,800.00 SY 2.76 46,368.00 - 16,880.00 46,588.80 46,588.80 100% (220.80)22 7,100.00 LF 0.71 5,041.00 - - - - 5,041.00 23 860.00 GAL 2.01 1,728.60 - - - - 1,728.60 24 1,590.00 TON 98.00 155,820.00 - - - - 155,820.00 25 70.00 TON 225.00 15,750.00 - - - - 15,750.00 26 1,590.00 TON 95.00 151,050.00 - - - - 151,050.00 27 7,100.00 LF 16.75 118,925.00 - - - - 118,925.00 28 2,100.00 LF 13.91 29,211.00 - - - - 29,211.00 29 195.00 SY 69.69 13,589.55 - - - - 13,589.55 30 45.00 SY 123.05 5,537.25 - - - - 5,537.25 31 174.00 SY 196.93 34,265.82 - - - - 34,265.82 32 10.00 SY 62.61 626.10 - - - - 626.10 33 14.00 EACH 145.42 2,035.88 - - - - 2,035.88 34 1.00 LS 2,808.15 2,808.15 - 0.50 1,404.08 1,404.08 50% 1,404.07 35 14.00 EACH 225.66 3,159.24 - - - - 3,159.24 36 64.00 SF 58.17 3,722.88 - - - - 3,722.88 37 1.00 LS 3,225.26 3,225.26 - - - - 3,225.26 38 40.00 HR 1.00 40.00 - - - - 40.00 39 22.00 EACH 149.93 3,298.46 - 7.00 1,049.51 1,049.51 32% 2,248.95 40 500.00 LF 3.17 1,585.00 - 1,562.00 4,951.54 4,951.54 312% (3,366.54)41 500.00 CY 38.57 19,285.00 - - - - 19,285.00 42 3,280.00 SY 1.93 6,330.40 - - - - 6,330.40 43 2,860.00 SY 1.93 5,519.80 - - - - 5,519.80 44 280.00 SY 5.63 1,576.40 - - - - 1,576.40 45 370.00 SY 8.70 3,219.00 - - - - 3,219.00 46 160.00 MGAL 97.18 15,548.80 - - - - 15,548.80 47 4,270.00 LF 0.81 3,458.70 - - - - 3,458.70 797,066.26 11,220.00 160,449.67 160,449.67 636,616.59 Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.SALVAGE MAIL BOX & SUPPORTSALVAGE SIGNREMOVE GRAVEL DRIVEWAYREMOVE PAVER DRIVEWAYREMOVE CONCRETE PAVEMENT (VALLEY GUTTER)REMOVE BITUMINOUS CURBSAWING BITUMINOUS PAVEMENT (FULL DEPTH)SAWING BITUMINOUS DRIVEWAY PAVEMENT (FULL DEPTH)SAWING CONCRETE DRIVEWAY PAVEMENT (FULL DEPTH)Application Date:Application Period:Application No.:MOBILIZATIONGRUBBINGPrevious Estimate07/28/23PART 1: STREETSBBASE BID% of Value of Item (J / F)(%)Balance to Finish (F - J)($)DescriptionWork CompletedMaterials Currently Stored (not in G)($)Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest, Inc. Minnesota Paving & MaterialsTwin Lake Boulevard ImprovementsOwner:0N1.12537623-04Engineer:Contractor:Project:Contract:TYPE SP 9.5 WEARING COURSE MIXTURE (2, E] DRIVEWAYTYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)CONCRETE CURB AND GUTTER DESIGN B618CONCRETE CURB AND GUTTER DESIGN - RIBBON6" CONCRETE DRIVEWAY PAVEMENTREMOVE BITUMINOUS DRIVEWAY PAVEMENTREMOVE CONCRETE DRIVEWAY PAVEMENTINSTALL SALVAGED EXCESS RECLAIM MATERIAL (AGGREGATE FULL DEPTH RECLAMATIONJOINT ADHESIVE (MASTIC)BITUMINOUS MATERIAL FOR TACK COATTYPE SP 9.5 WEARING COURSE MIXTURE (3, C]EXCAVATION - SUBGRADE CORRECTIONCOMMON EMBANKMENTSALVAGE RECLAIM FOR REUSEHAUL EXCESS RECLAIM MATERIAL OFFSITESTABILIZING AGGREGATE - SUBGRADE CORRECTIONEXCAVATION - COMMONINSTALL SIGN TYPE CSIGN TYPE CEROSION CONTROL SUPERVISORSKIDSTEER WITH OPERATORSTORM DRAIN INLET PROTECTIONCONCRETE VALLEY GUTTERPAVER DRIVEWAYGRAVEL DRIVEWAYINSTALL MAILBOX & SUPPORTTRAFFIC CONTROLTRM CAT 1, SEED MIX 35-241, FERTILIZERWATER FOR TURF ESTABLISHMENT4" DOUBLE PAVEMENT MARKING - PAINTSEDIMENT CONTROL LOGS, TYPE COMPOSTCOMMON TOPSOIL BORROW (LV)HYDRAULIC MATRIX TYPE MULCH, SEED MIX 25-151, HYDRAULIC MATRIX TYPE MULCH, SEED MIX 35-241, EROSION CONTROL BLANKET CAT 3N, SEED MIX 34-261, TOTAL PART 1: STREETSUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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