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Contractor's Application for PaymentOwner's Project No.:Engineer's Project No.:Agency's Project No.:4 From09/01/23to 09/21/23A 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)($)Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest, Inc. Minnesota Paving & MaterialsTwin Lake Boulevard ImprovementsOwner:0N1.12537623-04Engineer:Contractor:Project:Contract:09/21/23B% of Value of Item (J / F)(%)Balance to Finish (F - J)($)DescriptionWork CompletedMaterials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.Application Date:Application Period:Application No.:Previous Estimate85 3,487.00 CY 21.72 75,737.64 2,369.00 51,454.68 2,369.00 51,454.68 51,454.68 68% 24,282.96 86 4,809.00 CY 11.42 54,918.78 4,358.50 49,774.07 4,358.50 49,774.07 49,774.07 91% 5,144.71 87 270.00 CY 75.22 20,309.40 43.40 3,264.55 43.40 3,264.55 3,264.55 16% 17,044.85 88 903.00 CY 23.40 21,130.20 - - - - - 21,130.20 89 5.00 EACH 2,547.40 12,737.00 4.00 10,189.60 4.00 10,189.60 10,189.60 80% 2,547.40 90 4.00 EACH 2,898.42 11,593.68 2.93 8,492.37 2.93 8,492.37 8,492.37 73% 3,101.31 91 2.00 EACH 3,099.00 6,198.00 5.36 16,610.64 5.36 16,610.64 16,610.64 268% (10,412.64)92 6.00 EACH 381.11 2,286.66 - - - - - 2,286.66 93 250.00 LF 25.07 6,267.50 - - - - - 6,267.50 94 792.00 LF 52.15 41,302.80 739.00 38,538.85 739.00 38,538.85 38,538.85 93% 2,763.95 95 162.00 LF 64.19 10,398.78 122.00 7,831.18 122.00 7,831.18 7,831.18 75% 2,567.60 96 61.00 LF 73.21 4,465.81 127.00 9,297.67 127.00 9,297.67 9,297.67 208% (4,831.86)97 5.00 EACH 3,239.41 16,197.05 4.00 12,957.64 4.00 12,957.64 12,957.64 80% 3,239.41 98 5.00 EACH 4,583.31 22,916.55 5.00 22,916.55 5.00 22,916.55 22,916.55 100% - 99 2.00 EACH 5,716.60 11,433.20 2.00 11,433.20 2.00 11,433.20 11,433.20 100% - 100 1.00 EACH 4,011.65 4,011.65 1.00 4,011.65 1.00 4,011.65 4,011.65 100% - 101 170.00 CY 130.38 22,164.60 49.00 6,388.62 49.00 6,388.62 6,388.62 29% 15,775.98 102 32,500.00 SF 4.83 156,975.00 - - - - - 156,975.00 103 950.00 SF 17.96 17,062.00 147.00 2,640.12 147.00 2,640.12 2,640.12 15% 14,421.88 104 216.00 SF 43.63 9,424.08 48.00 2,094.24 48.00 2,094.24 2,094.24 22% 7,329.84 105 1,520.00 LF 41.53 63,125.60 - - - - - 63,125.60 106 10.00 EACH 582.44 5,824.40 - - - - - 5,824.40 107 30.00 EACH 698.93 20,967.90 - - - - - 20,967.90 108 3,000.00 LF 2.04 6,120.00 7,774.00 15,858.96 7,774.00 15,858.96 15,858.96 259% (9,738.96)109 200.00 MGAL 97.18 19,436.00 - - - - - 19,436.00 110 670.00 SY 1.93 1,293.10 - - - - - 1,293.10 111 5,230.00 SY 1.93 10,093.90 - - - - - 10,093.90 112 790.00 SY 5.63 4,447.70 - - - - - 4,447.70 113 2,060.00 SY 8.70 17,922.00 - - - - - 17,922.00 694,678.88 290,884.26 290,884.26 290,884.26 403,794.62 1,706,439.22 872,704.64 1,018,125.89 1,018,125.89 688,313.33 114 (32,500.00) SF 4.83 (156,975.00) - - - - - (156,975.00)115 700.00 TON 98.00 68,600.00 - - 717.00 70,266.00 70,266.00 102% (1,666.00) (88,375.00) - 70,266.00 70,266.00 (158,641.00)1,618,064.22$ 872,704.64$ 1,088,391.89$ -$ 1,088,391.89$ 67% 529,672.33$ 116 59.00 EACH 125.00 7,375.00 59.00 7,375.00 59.00 7,375.00 7,375.00 100% - 117 32.00 EACH 225.00 7,200.00 32.00 7,200.00 32.00 7,200.00 7,200.00 100% - 118 17.00 EACH 325.00 5,525.00 17.00 5,525.00 17.00 5,525.00 5,525.00 100% - 119 1.00 LUMP SUM 8,920.00 8,920.00 1.00 8,920.00 1.00 8,920.00 8,920.00 100% - 120 6.00 HOUR 200.00 1,200.00 6.00 1,200.00 6.00 1,200.00 1,200.00 100% - 121 7,150.00 POUND 2.25 16,087.50 14,386.00 32,368.50 14,386.00 32,368.50 32,368.50 201% (16,281.00)46,307.50$ 62,588.50$ 62,588.50$ -$ 62,588.50$ 135% (16,281.00)$ TOTAL ALTERNATE BID 1TOTAL PART 5: SIDEWALKTOTAL BASE BIDALTERNATE BID 1TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - TRAIL (NEW 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, TRM CAT 1, SEED MIX 35-241, FERTILIZER4" WALK (QUANTITY DEDUCTION)CHAIN LINK FENCE - BLACK VINYL - 48" HEIGHTCONIFEROUS TREE, 6' HT B&BDECIDUOUS TREE 1.5" CAL B&BSIL FENCE TYPE MACHINE SLICEDWATER FOR TURF ESTABLISHMENTCONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020RANDOM RIPRAP CL III.4" CONCRETE WALK6" CONCRETE PEDESTRIAN RAMPTRUNCATED DOMES15" RC PIPE CLASS V18" RC PIPE CLASS V2'X3' CB, INCL CSTG AND AJD RINGS (DETAIL STO-5)4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS 4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS W/ 15" RC APRON18" RC APRON6" PERFORATED CLEANOUT6" PERFORATED DRAIN TILE12" RC PIPE CLASS VEXCAVATION - COMMONCOMMON EMBANKMENTFINE FILTER EMBANKMENT MODIFIED - FILTRATION BASININSTALL SALVAGED EXCESS RECLAIM MATERIAL (AGGREGATE 12" RC APRONTOTAL BASE BID + ALTERNATE BID 1CHANGE ORDER 1 TOTALBASE BID + ALTERNATE 1 + CHANGE ORDER 1TREE TRIMMINGTEMPORARY HYDRAULIC MATRIXCHANGE ORDER 1REMOVE 6" DIAMETER AND SMALLER TREESREMOVE 7" TO 11" DIAMETER TREESREMOVE 12" TO 24" DIAMETER TREEGENERAL BRUSH CLEARINGUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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