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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.:5 & FINAL From09/08/22to 01/09/22ACDEFF1F2GHIJKLItem 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)($)Materials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.Application No.:Previous Estimate01/09/22B% of Value of Item (J / F)(%)Balance to Finish (F - J)($)DescriptionWork CompletedApplication Date:Application Period:Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest Inc., dba Minnesota2022 Street ImprovementsOwner:0N1.125241Engineer:Contractor:Project:Contract:82 2.00 LF 694.95 1,389.90 2.00 1,389.90 2.00 1,389.90 1,389.90 100% - 83 1.00 EACH 852.40 852.40 1.00 852.40 1.00 852.40 852.40 100% - 84 1.00 EACH 222.57 222.57 1.00 222.57 1.00 222.57 222.57 100% - 85 4.00 EACH 752.12 3,008.48 - - 4.00 3,008.48 3,008.48 100% - 10,455.23 7,446.75 10,455.23 10,455.23 - 219,093.96 226,643.46 238,142.08 238,142.08 (19,048.12)86 1.00 LS 18,000.00 18,000.00 1.00 18,000.00 1.00 18,000.00 18,000.00 100% - 87 12.00 TREE 100.28 1,203.36 17.00 1,704.76 17.00 1,704.76 1,704.76 142% (501.40)88 12.00 TREE 100.28 1,203.36 17.00 1,704.76 17.00 1,704.76 1,704.76 142% (501.40)89 790.00 LF 1.18 932.20 - - 792.40 935.03 935.03 100% (2.83)90 54.00 SY 19.72 1,064.88 325.00 6,409.00 325.00 6,409.00 6,409.00 602% (5,344.12)91 5.00 HOUR 160.45 802.25 55.00 8,824.75 55.00 8,824.75 8,824.75 1100% (8,022.50)92 4,074.00 SY 2.05 8,351.70 - - 2,422.00 4,965.10 4,965.10 59% 3,386.60 93 408.00 GAL 1.81 738.48 - - 300.00 543.00 543.00 74% 195.48 94 736.00 TON 93.00 68,448.00 647.00 60,171.00 657.00 61,101.00 61,101.00 89% 7,347.00 95 7.00 TON 200.00 1,400.00 - - - - - 1,400.00 96 1.00 LS 3,127.51 3,127.51 0.64 2,014.12 1.14 3,577.87 3,577.87 114% (450.36)97 1.00 LS 1,515.43 1,515.43 - - 1.45 2,197.37 2,197.37 145% (681.94)98 6.00 EACH 111.06 666.36 4.80 533.09 5.80 644.15 644.15 97% 22.21 99 15.00 LF 55.16 827.40 15.00 827.40 15.00 827.40 827.40 100% - 108,280.93 100,188.87 111,434.19 111,434.19 (3,153.26)100 61.00 SY 19.72 1,202.92 325.00 6,409.00 325.00 6,409.00 6,409.00 533% (5,206.08)101 91.00 CY 44.12 4,014.92 270.00 11,912.40 306.00 13,500.72 13,500.72 336% (9,485.80)102 - CY 44.12 - - - - - - - 103 81.00 CY 19.68 1,594.08 306.00 6,022.08 306.00 6,022.08 6,022.08 378% (4,428.00)104 4.00 TON 200.00 800.00 - - 77.25 15,450.00 15,450.00 1931% (14,650.00)105 8.00 TON 200.00 1,600.00 - - - - - 1,600.00 106 1.00 EACH 777.19 777.19 1.00 777.19 1.00 777.19 777.19 100% - 107 7.00 SY 60.17 421.19 7.00 421.19 7.00 421.19 421.19 100% - 108 1.00 EACH 426.20 426.20 1.00 426.20 1.00 426.20 426.20 100% - 109 880.00 LF 30.08 26,470.40 898.00 27,011.84 898.00 27,011.84 27,011.84 102% (541.44)110 3.00 EACH 1,409.97 4,229.91 3.00 4,229.91 3.00 4,229.91 4,229.91 100% - 111 1.00 EACH 3,428.64 3,428.64 1.00 3,428.64 1.00 3,428.64 3,428.64 100% - 112 1.00 EACH 1,750.92 1,750.92 1.00 1,750.92 1.00 1,750.92 1,750.92 100% - 46,716.37 62,389.37 79,427.69 79,427.69 (32,711.32)113 5.00 EACH 501.41 2,507.05 5.00 2,507.05 5.00 2,507.05 2,507.05 100% - 114 764.00 LF 10.03 7,662.92 764.00 7,662.92 764.00 7,662.92 7,662.92 100% - 115 1.00 EACH 2,122.97 2,122.97 1.00 2,122.97 1.00 2,122.97 2,122.97 100% - 116 8.00 LF 54.15 433.20 8.00 433.20 8.00 433.20 433.20 100% - 117 756.00 LF 65.18 49,276.08 756.00 49,276.08 756.00 49,276.08 49,276.08 100% - 118 3.00 EACH 777.19 2,331.57 3.00 2,331.57 3.00 2,331.57 2,331.57 100% - 119 4.00 EACH 5,302.90 21,211.60 4.00 21,211.60 5.00 26,514.50 26,514.50 125% (5,302.90)120 20.00 CY 195.55 3,911.00 - - - - - 3,911.00 121 4.00 EACH 549.04 2,196.16 - - 4.00 2,196.16 2,196.16 100% - 122 252.00 CY 39.45 9,941.40 - - 70.00 2,761.50 2,761.50 28% 7,179.90 123 2,262.00 SY 1.50 3,393.00 - - 2,306.00 3,459.00 3,459.00 102% (66.00)SEAL CATCH BASIN (FLEX-SEAL)MOBILIZATIONCLEARINGGRUBBINGSAW CUT BITUMINOUS (FULL DEPTH)RECONSTRUCT DRAINAGE STRUCTUREINSTALL 12" HIGH (2' X 3') RISER SECTIONSEAL MANHOLE (INFI-SHIELD)TOTAL PART 2D: STORM SEWERPART 3: RYAN DRIVEPART 3A: STREETSTOTAL PART 2: MAPLE LANE - JACKSON STREETTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TRAFFIC CONTROLEROSION CONTROL SUPERVISORSTORM DRAIN INLET PROTECTIONFLOTATION SILT CURTAINPART 3B: SANITARY SEWERTOTAL PART 3A: STREETSREMOVE BITUMINOUS DRIVEWAY PAVEMENTSTREET SWEEPER (WITH PICKUP BROOM)MILL BITUMINOUS SURFACE (2.0")BITUMINOUS MATERIAL FOR TACK COATTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)RANDOM RIP RAP CLASS IIICONIFEROUS TREE 6' HT B&BCOMMON TOPSOIL BORROW (LV)HYDRAULIC MATRIX TYPE MULCH, SEED MIX 25-151, FERTILIZERTOTAL PART 3B: SANITARY SEWERPART 3C: STORM SEWER18" RCP FLARED END SECTION WITH TRASH GUARD12" RC PIPE SEWER CLASS V18" RC PIPE SEWER CLASS VCONNECT TO EXISTING STORM SEWER4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS1-1/4" HDPE, DR11, SANITARY SERVICE STUB WITH CURB STOPIN-LINE FLUSHING STATIONEND FLUSHING STATIONREMOVE DRAINAGE STRUCTUREREMOVE PIPE SEWER (STORM)TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)CONNECT TO EXISTING SANITARY MANHOLEINSULATION, 4" THICKRECONSTRUCT MANHOLE BENCH & INVERT2" ID HDPE, DR11, SANITARY FORCEMAIN (DIRECTIONAL REMOVE BITUMINOUS PAVEMENTCOMMON EXCAVATIONSUBGRADE EXCAVATION (REMOVED)STABILIZING AGGREGATEUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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