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Contractor's Application for PaymentOwner's Project No.:Engineer's Project No.:Agency's Project No.:2 From09/01/25to 09/30/25A 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)($)1 1.00 LS 77,889.40 77,889.40 0.50 38,944.70 0.90 70,100.46 70,100.46 90% 7,788.94 2 1.00 LS 78,500.00 78,500.00 0.50 39,250.00 0.90 70,650.00 70,650.00 90% 7,850.00 3 1.00 EA 150.00 150.00 1.00 150.00 1.00 150.00 150.00 100% - 4 1,016.00 LF 2.30 2,336.80 600.00 1,380.00 600.00 1,380.00 1,380.00 59% 956.80 5 200.00 LF 3.25 650.00 25.00 81.25 50.00 162.50 162.50 25% 487.50 6 1.00 LS 1,500.00 1,500.00 1.00 1,500.00 1.00 1,500.00 1,500.00 100% - 7 1.00 LS 500.00 500.00 1.00 500.00 1.00 500.00 500.00 100% - 8 7.00 EA 357.14 2,499.98 3.00 1,071.42 5.00 1,785.70 1,785.70 71% 714.28 9 3.00 EA 400.00 1,200.00 - - 3.00 1,200.00 1,200.00 100% - 10 1.00 LS 5,369.00 5,369.00 - - 1.00 5,369.00 5,369.00 100% - 11 1.00 EA 3,274.41 3,274.41 - - 1.00 3,274.41 3,274.41 100% - 12 1.00 EA 1,959.68 1,959.68 - - 1.00 1,959.68 1,959.68 100% - 13 4.00 EA 1,819.36 7,277.44 2.00 3,638.72 4.00 7,277.44 7,277.44 100% - 14 1,608.00 LBS 10.00 16,080.00 900.00 9,000.00 1,608.00 16,080.00 16,080.00 100% - 15 1.00 EA 5,900.00 5,900.00 - - 1.00 5,900.00 5,900.00 100% - 16 10.00 LF 100.99 1,009.90 5.00 504.95 5.00 504.95 504.95 50% 504.95 17 100.00 LF 80.92 8,092.00 - - - - - 8,092.00 18 3,925.00 LF 52.65 206,651.25 3,971.00 209,073.15 4,071.00 214,338.15 214,338.15 104% (7,686.90)19 3,155.00 LF 69.77 220,124.35 700.00 48,839.00 3,114.00 217,263.78 217,263.78 99% 2,860.57 20 643.00 LF 77.00 49,511.00 296.00 22,792.00 643.00 49,511.00 49,511.00 100% - 21 20.00 LF 81.27 1,625.40 20.00 1,625.40 20.00 1,625.40 1,625.40 100% - 22 1.00 EA 28,822.57 28,822.57 1.00 28,822.57 1.00 28,822.57 28,822.57 100% - 23 5.00 EA 9,246.68 46,233.40 3.00 27,740.04 5.00 46,233.40 46,233.40 100% - 24 1.00 EA 22,996.81 22,996.81 - - 1.00 22,996.81 22,996.81 100% - 25 643.00 LF 5.38 3,459.34 - - - - - 3,459.34 26 1.00 EA 2,693.62 2,693.62 1.00 2,693.62 1.00 2,693.62 2,693.62 100% - 27 2.00 EA 2,870.79 5,741.58 2.00 5,741.58 2.00 5,741.58 5,741.58 100% - 28 1.00 EA 3,861.17 3,861.17 1.00 3,861.17 1.00 3,861.17 3,861.17 100% - 29 1.00 EA 5,975.85 5,975.85 1.00 5,975.85 1.00 5,975.85 5,975.85 100% - 30 1.00 LF 404.50 404.50 - - 1.00 404.50 404.50 100% - 31 1.00 EA 7,321.12 7,321.12 1.00 7,321.12 1.00 7,321.12 7,321.12 100% - 32 1.00 LF 1,806.28 1,806.28 - - 1.00 1,806.28 1,806.28 100% - 33 15.00 LF 74.51 1,117.65 15.00 1,117.65 15.00 1,117.65 1,117.65 100% - 34 500.00 LF 117.65 58,825.00 260.00 30,589.00 499.00 58,707.35 58,707.35 100% 117.65 35 10.00 LF 69.10 691.00 10.00 691.00 10.00 691.00 691.00 100% - 36 1.00 EA 644.66 644.66 1.00 644.66 1.00 644.66 644.66 100% - 37 1.00 EA 751.72 751.72 1.00 751.72 1.00 751.72 751.72 100% - 38 60.00 LF 5.37 322.20 - - 60.00 322.20 322.20 100% - 39 10.00 SF 177.18 1,771.80 - - 20.00 3,543.60 3,543.60 200% (1,771.80)40 50.00 LF 62.31 3,115.50 - - - - - 3,115.50 41 1.00 EA 4,444.07 4,444.07 - - - - - 4,444.07 42 460.00 LF 3.91 1,798.60 200.00 782.00 875.00 3,421.25 3,421.25 190% (1,622.65)43 910.00 SY 8.33 7,580.30 600.10 4,998.83 1,370.10 11,412.93 11,412.93 151% (3,832.63)44 10.00 LF 32.04 320.40 - - 115.00 3,684.60 3,684.60 1150% (3,364.20)45 440.00 CY 27.13 11,937.20 - - 440.00 11,937.20 11,937.20 100% - 46 220.00 TN 43.64 9,600.80 - - 354.54 15,472.13 15,472.13 161% (5,871.33)47 100.00 TN 57.08 5,708.00 - - 26.00 1,484.08 1,484.08 26% 4,223.92 48 550.00 TN 20.03 11,016.50 - - 363.24 7,275.70 7,275.70 66% 3,740.80 49 30.00 TN 134.93 4,047.90 - - 226.24 30,526.56 30,526.56 754% (26,478.66)Contract InformationBid Item No.INLET PROTECTIONSILT FENCE, MACHINE SLICEDBYPASS PUMPINGCONNECT TO EXISTING FORCEMAINSEDIMENT CONTROL LOG, TYPE WOOD FIBERCLEARINGGRUBBINGApplication Date:Application Period:Application No.:MOBILIZATION10/01/25BBASE BID% of Value of Item (J / F)(%)Balance to Finish (F - J)($)Work CompletedMaterials Currently Stored (not in G)($)DISCONNECT 6" FORCEMAIN FROM 16" FORCEMAINCONNECT EXISTING PIPE TO NEW STRUCTUREDUCTILE IRON FITTINGSTRAFFIC CONTROLDescriptionTELEVISINGCONNECT TO EXISTING 12" WATERMAIN6" GATE VALVE AND BOX8" GATE VALVE AND BOX12" GATE VALVE AND BOXTRANSPLANT TREESALVAGE AND REINSTALL SIGN8" PVC SANITARY SEWER, SDR 264" PVC SANITARY SEWER SERVICE4' DIAMETER SANITARY AIR RELEASE MANHOLE, INCL 4' DIAMETER SANITARY MANHOLE, INCL CASTING AND 7' DIAMETER SANITARY MANHOLE, INCL CASTING AND COAT MANHOLE6" DIP SANITARY SEWER FORCEMAIN, CL 52, INCL 8" PVC SANITARY FORCEMAIN, C900, OPEN CUT8" HDPE SANITARY FORCEMAIN, DR 11, DIRECTIONAL DRILL10" HDPE SANITARY FORCEMAIN, DR 11, DIRECTIONAL DRILLWork Completed and Materials Stored to Date (H + I)($)Progress Estimate - Unit Price WorkCity of Lake ElmoBolton & Menk, Inc.GM Contracting, Inc.Stillwater Area School District Utility ImprovementsOwner:24X.134951134951Engineer:Contractor:Project:Contract:Previous Estimate1" WATER SERVICE1" CORPORATION STOP1" CURB STOP AND BOXGRANULAR MATERIAL BEDDINGCONCRETE HYDRANT SPLASH PADVALVE BOX EXTENSIONHYDRANTHYDRANT EXTENSION6" DIP WATER MAIN, CL 52, INCL POLYWRAP12" DIP WATER MAIN, CL 52, INCL POLYWRAPCOMMON EXCAVATION (EV)AGGREGATE BASE, CLASS 5AGGREGATE BASE, CLASS 6 SELECT GRANULAR BORROWTYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) SALVAGE AND REINSTALL STORM SEWER PIPESALVAGE AND REINSTALL STORM SEWER STRUCTURESAWCUT BITUMINOUS PAVEMENTREMOVE AND DISPOSE OF EXISTING BITUMINOUS REMOVE AND REPLACE CONCRETE CURB AND GUTTERUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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