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Contractor's Application for PaymentOwner's Project No.:22-02, 22-03, 22-04, 22-05Engineer's Project No.:Agency's Project No.:3 From06/25/22to 07/24/22AC 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)($)Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest Inc., dba Minnesota2022 Street ImprovementsOwner:0N1.125241B% of Value of Item (J / F)(%)Balance to Finish (F - J)($)DescriptionWork CompletedApplication No.:Engineer:Contractor:Project:Contract:Previous Estimate08/02/22Materials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.Application Date:Application Period:39 2.00 EACH 676.90 1,353.80 2.00 1,353.80 2.00 1,353.80 1,353.80 100% - 40 1.00 EACH 4,995.42 4,995.42 1.00 4,995.42 1.00 4,995.42 4,995.42 100% - 41 1.00 EACH 1,055.82 1,055.82 1.00 1,055.82 1.00 1,055.82 1,055.82 100% - 42 3.00 EACH 689.94 2,069.82 3.00 2,069.82 3.00 2,069.82 2,069.82 100% - 43 4.00 EACH 752.12 3,008.48 - - 4.00 3,008.48 3,008.48 100% - 44 1.00 EACH 172.49 172.49 1.00 172.49 1.00 172.49 172.49 100% - 15,408.93 12,360.37 15,368.85 15,368.85 40.08 229,193.51 156,869.13 222,419.81 222,419.81 6,773.70 45 1.00 LS 15,000.00 15,000.00 0.25 3,750.00 1.00 15,000.00 15,000.00 100% - 46 384.00 LF 12.86 4,938.24 773.00 9,940.78 773.00 9,940.78 9,940.78 201% (5,002.54)47 115.00 LF 2.48 285.20 276.00 684.48 276.00 684.48 684.48 240% (399.28)48 58.00 LF 6.97 404.26 12.00 83.64 12.00 83.64 83.64 21% 320.62 49 38.00 SY 19.72 749.36 90.00 1,774.80 90.00 1,774.80 1,774.80 237% (1,025.44)50 18.00 SY 29.45 530.10 - - - - - 530.10 51 8.00 SY 29.45 235.60 4.00 117.80 4.00 117.80 117.80 50% 117.80 52 142.00 CY 44.12 6,265.04 72.00 3,176.64 72.00 3,176.64 3,176.64 51% 3,088.40 53 8.00 CY 36.70 293.60 72.00 2,642.40 72.00 2,642.40 2,642.40 900% (2,348.80)54 4,238.00 SY 1.15 4,873.70 4,238.00 4,873.70 4,238.00 4,873.70 4,873.70 100% - 55 10.00 HOUR 160.45 1,604.50 2.00 320.90 3.00 481.35 481.35 30% 1,123.15 56 72.00 MGAL 0.01 0.72 - - - - - 0.72 57 4,238.00 SY 4.00 16,952.00 4,238.00 16,952.00 4,238.00 16,952.00 16,952.00 100% - 58 8.00 SY 74.41 595.28 - - 3.00 223.23 223.23 38% 372.05 59 115.00 LF 1.00 115.00 - - 2,600.00 2,600.00 2,600.00 2261% (2,485.00)60 297.00 GAL 1.81 537.57 - - 400.00 724.00 724.00 135% (186.43)61 537.00 TON 95.00 51,015.00 - - 497.00 47,215.00 47,215.00 93% 3,800.00 62 4.00 TON 320.00 1,280.00 - - 10.27 3,286.40 3,286.40 257% (2,006.40)63 537.00 TON 90.00 48,330.00 470.00 42,300.00 470.00 42,300.00 42,300.00 88% 6,030.00 64 8.00 SQ FT 25.07 200.56 - - - - - 200.56 65 115.00 LF 27.03 3,108.45 773.00 20,894.19 773.00 20,894.19 20,894.19 672% (17,785.74)66 1.00 LS 1,797.03 1,797.03 0.50 898.52 0.50 898.52 898.52 50% 898.51 67 1.00 LS 1,515.43 1,515.43 - - - - - 1,515.43 68 1.00 LS 0.01 0.01 - - - - - 0.01 69 9.00 EACH 111.06 999.54 8.00 888.48 9.00 999.54 999.54 100% - 70 56.00 CY 5.01 280.56 - - - - - 280.56 71 259.00 SY 15.04 3,895.36 - - 249.00 3,744.96 3,744.96 96% 150.40 165,802.11 109,298.33 178,613.43 178,613.43 (12,811.32)72 5.00 EACH 233.26 1,166.30 5.00 1,166.30 5.00 1,166.30 1,166.30 100% - 73 5.00 EACH 1,055.82 5,279.10 5.00 5,279.10 5.00 5,279.10 5,279.10 100% - 74 5.00 LF 328.93 1,644.65 5.00 1,644.65 5.00 1,644.65 1,644.65 100% - 75 5.00 EACH 222.57 1,112.85 5.00 1,112.85 5.00 1,112.85 1,112.85 100% - 9,202.90 9,202.90 9,202.90 9,202.90 - 76 3.00 EACH 3,414.60 10,243.80 3.00 10,243.80 3.00 10,243.80 10,243.80 100% - TOTAL PART 1D: STORM SEWERSEAL MANHOLE (INFI-SHIELD)REMOVE AND REPLACE HYDRANT AND VALVE BOLTSFILTER TOPSOIL BORROW (LV)SODDING TYPE LAWNREMOVE FRAME AND RING CASTING (SANITARY)NEW RINGS AND CASTING (SANITARY)RECONSTRUCT SANITARY MANHOLETOTAL PART 2A: STREETSPART 2B: SANITARY SEWERTOTAL PART 2B: SANITARY SEWERPART 2C: WATERMAINCONCRETE CURB & GUTTER DESIGN SURMOUNTABLETRAFFIC CONTROLEROSION CONTROL SUPERVISORSTABILIZED CONSTRUCTION EXITSTORM DRAIN INLET PROTECTIONBITUMINOUS MATERIAL FOR TACK COATTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TYPE SP 9.5 WEARING COURSE MIXTURE (2,E), DRIVEWAYTYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)4" CONCRETE WALKSTREET SWEEPER (WITH PICKUP BROOM)WATERFULL DEPTH RECLAMATION6" CONCRETE PAVEMENTJOINT ADHESIVE (MASTIC)REMOVE CONCRETE PAVEMENTREMOVE CONCRETE WALKSUBGRADE EXCAVATION (SPOT CORRECTION)STABILIZING AGGREGATE, CLASS 5 (SPOT CORRECTION)FINISH GRADINGMOBILIZATIONREMOVE CONCRETE CURB & GUTTERSAW CUT BITUMINOUS (FULL DEPTH)SAWCUT CONCRETE (FULL DEPTH)REMOVE BITUMINOUS DRIVEWAY PAVEMENT4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGSNEW RINGS AND CASTING, R-1733 (STORM)NEW RINGS AND CASTING, R-3075 (STORM)SEAL CATCH BASIN (FLEX-SEAL)SEAL MANHOLE (INFI-SHIELD)PART 2A: STREETSPART 2: MAPLE LANE - JACKSON STREETTOTAL PART 1: YORKTON RIDGECONNECT TO EXISTING STORM SEWERUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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