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Contractor's Application for PaymentOwner's Project No.:Engineer's Project No.:Agency's Project No.:2 From06/02/25to 06/30/25A C 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)($)Contract InformationBid Item No.Application Date:Application Period:Application No.: 07/14/25B% of Value of Item (J / F)(%)DescriptionWork CompletedPrevious EstimateBalance to Finish (F - J)($)Materials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest, Inc. dba Minnesota Paving & Materials2025 Street ImprovementsOwner:24X.135772Engineer:Contractor:Project:Contract:41 250.00 LF 5.06 1,265.00 - - - - 1,265.00 42 2.00 EA 786.47 1,572.94 - 2.00 1,572.94 1,572.94 100% - 43 27.00 LF 34.98 944.46 - 27.00 944.46 944.46 100% - 44 97.00 CY 33.10 3,210.70 - 97.00 3,210.70 3,210.70 100% - 45 15.00 CY 134.88 2,023.20 - - - - 2,023.20 46 2.00 EA 202.04 404.08 - - - - 404.08 47 1.00 EA 202.04 202.04 - - - - 202.04 48 2.00 EA 404.08 808.16 - - - - 808.16 49 1.00 EA 217.66 217.66 - - - - 217.66 50 3.00 EA 1,019.19 3,057.57 - - - - 3,057.57 51 1.00 EA 1,713.11 1,713.11 - - - - 1,713.11 52 1.00 EA 388.67 388.67 - 1.00 388.67 388.67 100% - 53 2.00 EA 515.23 1,030.46 - 2.00 1,030.46 1,030.46 100% - 54 1.00 EA 3,921.10 3,921.10 - 1.00 3,921.10 3,921.10 100% - 55 1.00 EA 5,697.42 5,697.42 - 1.00 5,697.42 5,697.42 100% - 56 27.00 LF 110.67 2,988.09 - 27.00 2,988.09 2,988.09 100% - 57 350.00 SY 3.32 1,162.00 - - - - 1,162.00 30,606.66 - 19,753.84 19,753.84 65% 10,852.82 58 1.00 LS 3,504.21 3,504.21 0.50 1,752.11 0.75 2,628.16 2,628.16 75% 876.05 59 1.00 LS 2,015.20 2,015.20 0.50 1,007.60 0.75 1,511.40 1,511.40 75% 503.80 60 2.00 EA 450.60 901.20 2.00 901.20 2.00 901.20 901.20 100% - 61 3,500.00 LF 1.99 6,965.00 - - 1,760.00 3,502.40 3,502.40 50% 3,462.60 62 50.00 LF 20.41 1,020.50 50.00 1,020.50 50.00 1,020.50 1,020.50 100% - 63 1.00 LS 12,000.00 12,000.00 0.50 6,000.00 0.75 9,000.00 9,000.00 75% 3,000.00 64 1.00 LS 920.41 920.41 1.00 920.41 1.00 920.41 920.41 100% - 65 1.00 EA 107.98 107.98 1.00 107.98 1.00 107.98 107.98 100% - 66 2.00 EA 173.20 346.40 - - - - - 346.40 67 2.00 EA 300.83 601.66 - - - - - 601.66 68 1.00 EA 8,500.00 8,500.00 - - - - - 8,500.00 69 152.00 LF 11.61 1,764.72 152.00 1,764.72 152.00 1,764.72 1,764.72 100% - 70 128.00 LF 25.82 3,304.96 128.00 3,304.96 128.00 3,304.96 3,304.96 100% - 71 261.00 LF 2.82 736.02 263.00 741.66 263.00 741.66 741.66 101% (5.64)72 20.00 LF 4.22 84.40 15.00 63.30 15.00 63.30 63.30 75% 21.10 73 2,444.00 SY 4.69 11,462.36 1,570.00 7,363.30 1,570.00 7,363.30 7,363.30 64% 4,099.06 74 1,040.00 SY 7.68 7,987.20 1,914.00 14,699.52 1,914.00 14,699.52 14,699.52 184% (6,712.32)75 6.00 SY 16.73 100.38 - - - - - 100.38 76 0.57 AC 28,729.69 16,375.92 0.58 16,526.34 0.58 16,526.34 16,526.34 101% (150.42)77 6,510.00 CY 23.71 154,352.10 6,510.00 154,352.10 6,524.00 154,684.04 154,684.04 100% (331.94)78 130.00 CY 30.21 3,927.30 60.00 1,812.60 60.00 1,812.60 1,812.60 46% 2,114.70 79 50.00 CY 37.63 1,881.50 12.00 451.56 12.00 451.56 451.56 24% 1,429.94 80 1,140.00 SY 1.00 1,140.00 1,140.00 1,140.00 1,140.00 1,140.00 1,140.00 100% - 81 1,140.00 SY 1.09 1,242.60 - - 1,224.00 1,334.16 1,334.16 107% (91.56)82 1,570.00 SY 2.40 3,768.00 1,570.00 3,768.00 1,570.00 3,768.00 3,768.00 100% - 83 1,040.00 SY 2.50 2,600.00 1,040.00 2,600.00 1,040.00 2,600.00 2,600.00 100% - 84 74.00 TON 32.53 2,407.22 92.00 2,992.76 92.00 2,992.76 2,992.76 124% (585.54)85 520.00 TON 25.43 13,223.60 - - 462.89 11,771.29 11,771.29 89% 1,452.31 86 130.00 GAL 2.01 261.30 50.00 100.50 50.00 100.50 100.50 38% 160.80 REMOVE STORM SEWER PIPECOMMON EXCAVATION - PONDPART 4 - STORM SEWERSILT FENCE, TYPE HIREMOVE DRAINAGE STRUCTUREREMOVE AND REPLACE CASTING AND RINGS (R-3067-VB)REMOVE AND REPLACE CASTING AND RINGS (R-1733)SALVAGE AND REINSTALL CASTING (CATCH BASIN)CONNECT TO EXISTING STORM SEWER PIPE4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGSRANDOM RIP RAP CLASS IIIPATCH DRAINTILE DOGHOUSEPATCH INVERT (STORM)RECONSTRUCT INVERT (STORM)CHIMNEY SEAL (INFI-SHIELD)STORM DRAIN INLET PROTECTIONMACHINE SLICED SILT FENCEFLOATATION SILT CURTAINMOBILIZATIONABANDON STORM SEWER PIPE5' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS18" RC PIPE SEWER CL VSEED MIX WD, BLANKET CATEGORY 20TRAFFIC CONTROLEROSION CONTROL SUPERVISORPART 4 - STORM SEWER TOTALPART 5 - PARKSREMOVE STORM SEWER PIPESAWCUT BITUMINOUS PAVEMENTSAWCUT CONCRETE PAVEMENTREMOVE BITUMINOUS PAVEMENTREMOVE BITUMINOUS PAVEMENT - TRAILREMOVE CLEANOUTSALVAGE AND REINSTALL BENCHSALVAGE AND REINSTALL SIGN WITH NEW POSTSALVAGE AND REINSTALL LIGHTREMOVE CONCRETE CURB AND GUTTERSUBGRADE PREPARATION - TRAILGEOTEXTILE FABRICFINISH GRADINGFINISH GRADING - TRAILAGGREGATE BASE, CLASS 5REMOVE CONCRETE PADCLEARING AND GRUBBINGCOMMON EXCAVATION COMMON EXCAVATION - PARKING LOT ISLANDSUBGRADE EXCAVATION (SPOT CORRECTION)AGGREGATE BASE, CLASS 5 - TRAILBITUMINOUS MATERIAL FOR TACK COATUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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