|
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: 104,986.95 85,545.39 99,264.95 99,264.95 5,722.00 259,984.25 248,123.63 290,126.83 290,126.83 (30,142.58)124 1.00 LS 2,500.00 2,500.00 0.90 2,250.00 1.00 2,500.00 2,500.00 100% - 125 152.00 LF 1.18 179.36 - - 152.00 179.36 179.36 100% - 126 30.00 LF 6.97 209.10 - - - - - 209.10 127 95.00 LF 12.86 1,221.70 - - 28.00 360.08 360.08 29% 861.62 128 12.00 SY 29.45 353.40 - - - - - 353.40 129 3.00 HOUR 160.45 481.35 - - 4.00 641.80 641.80 133% (160.45)130 1,001.00 SY 2.75 2,752.75 - - 1,001.00 2,752.75 2,752.75 100% - 131 152.00 SY 78.77 11,973.04 - - - - - 11,973.04 132 95.00 LF 1.20 114.00 - - 634.00 760.80 760.80 667% (646.80)133 71.00 GAL 1.81 128.51 - - 100.00 181.00 181.00 141% (52.49)134 127.00 TON 97.00 12,319.00 - - 155.00 15,035.00 15,035.00 122% (2,716.00)135 95.00 LF 27.03 2,567.85 - - 189.00 5,108.67 5,108.67 199% (2,540.82)136 1.00 LS 2,425.54 2,425.54 - - 1.00 2,425.54 2,425.54 100% - 137 1.00 LS 1,515.43 1,515.43 - - 1.00 1,515.43 1,515.43 100% - 138 3.00 EACH 111.06 333.18 2.60 288.76 3.00 333.18 333.18 100% - 139 3.00 CY 75.00 225.00 - - - - - 225.00 140 23.00 SY 10.03 230.69 - - - - - 230.69 141 38.00 LF 2.51 95.38 - - 38.00 95.38 95.38 100% - 142 56.00 SF 3.01 168.56 - - 56.00 168.56 168.56 100% - 39,793.84 2,538.76 32,057.55 32,057.55 7,736.29 143 2.00 EACH 676.90 1,353.80 2.00 1,353.80 2.00 1,353.80 1,353.80 100% - 144 36.00 LF 20.06 722.16 36.00 722.16 36.00 722.16 722.16 100% - 145 36.00 LF 59.17 2,130.12 36.00 2,130.12 36.00 2,130.12 2,130.12 100% - 146 1.00 EACH 777.19 777.19 1.00 777.19 1.00 777.19 777.19 100% - 147 1.00 EACH 3,146.85 3,146.85 1.00 3,146.85 1.00 3,146.85 3,146.85 100% - 148 1.00 EACH 4,357.63 4,357.63 1.00 4,357.63 1.00 4,357.63 4,357.63 100% - 149 2.00 EACH 752.12 1,504.24 - - 2.00 1,504.24 1,504.24 100% - 13,991.99 12,487.75 13,991.99 13,991.99 - 53,785.83 15,026.51 46,049.54 46,049.54 7,736.29 150 1.00 LS 20,000.00 20,000.00 0.90 18,000.00 1.00 20,000.00 20,000.00 100% - 151 5.00 EACH 802.26 4,011.30 5.00 4,011.30 5.00 4,011.30 4,011.30 100% - 152 5.00 EACH 401.13 2,005.65 3.00 1,203.39 3.00 1,203.39 1,203.39 60% 802.26 153 3.00 EACH 176.68 530.04 2.00 353.36 2.00 353.36 353.36 67% 176.68 154 5.00 EACH 100.28 501.40 5.00 501.40 5.00 501.40 501.40 100% - 155 932.00 LF 1.18 1,099.76 555.00 654.90 579.00 683.22 683.22 62% 416.54 156 126.00 LF 6.97 878.22 - - 12.00 83.64 83.64 10% 794.58 157 21.00 SY 29.45 618.45 - - - - - 618.45 158 37.00 SY 29.45 1,089.65 43.00 1,266.35 50.11 1,475.74 1,475.74 135% (386.09)159 2,222.00 TON 13.53 30,063.66 - - - - - 30,063.66 160 3,250.00 CY 24.33 79,072.50 1,613.00 39,244.29 2,286.00 55,618.38 55,618.38 70% 23,454.12 161 325.00 CY 24.03 7,809.75 - - 31.00 744.93 744.93 10% 7,064.82 162 325.00 CY 15.47 5,027.75 356.00 5,507.32 356.00 5,507.32 5,507.32 110% (479.57)SAW CUT BITUMINOUS (FULL DEPTH)SAW CUT CONCRETE (FULL DEPTH)REMOVE CONCRETE CURB & GUTTERREMOVE CONCRETE PAVEMENTSTREET SWEEPER (WITH PICKUP BROOM)MOBILIZATIONTRAFFIC CONTROLEROSION CONTROL SUPERVISORSTORM DRAIN INLET PROTECTIONCOMMON TOPSOIL BORROW (LV)MILL BITUMINOUS SURFACE (2.0")7" CONCRETE DRIVEWAY PAVEMENTJOINT ADHESIVE (MASTIC)BITUMINOUS MATERIAL FOR TACK COATTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TOTAL PART 3C: STORM SEWERPART 4: WOODLYNN AVENUE (WEST)PART 4A: STREETSTOTAL PART 3: RYAN DRIVEPART 4B: STORM SEWERPART 5: WOODLYNN AVENUE (EAST)PART 5A: STREETS2'X3' CB, INCL CSTG AND AJD RINGS (DETAIL STO-5)4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGSSEAL CATCH BASIN (FLEX-SEAL)HYDROMULCH, SEED, FERTILIZER24" SOLID LINE PAINTPAVEMENT MESSSAGE PAINT REMOVE DRAINAGE STRUCTUREREMOVE SEWER PIPE (STORM)PART 4A: STREETSPART 4B: STORM SEWER12" RC PIPE SEWER CLASS VCONNECT TO EXISTING STORM SEWERCONCRETE CURB AND GUTTER DESIGN B618TOTAL PART 4: WOODLYNN AVENUE (WEST)SAW CUT BITUMINOUS (FULL DEPTH)SAW CUT CONCRETE (FULL DEPTH)REMOVE CONCRETE PAVEMENTREMOVE CONCRETE WALKSELECT GRANULAR BORROWMOBILIZATIONCLEARINGGRUBBINGREMOVE CONCRETE STEPSREMOVE BOLLARDSCOMMON EXCAVATIONSUBGRADE EXCAVATIONSTABILIZING AGGREGATEUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.4 of 7
|