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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:163 3,703.00 SY 2.10 7,776.30 39.20 82.32 39.20 82.32 82.32 1% 7,693.98 164 20.00 HOUR 160.45 3,209.00 - - 1.00 160.45 160.45 5% 3,048.55 165 139.00 MGAL 46.11 6,409.29 - - - - - 6,409.29 166 1,976.00 TON 19.34 38,215.84 988.00 19,107.92 2,248.00 43,476.32 43,476.32 114% (5,260.48)167 4,926.00 SY 2.20 10,837.20 - - 4,926.00 10,837.20 10,837.20 100% - 168 3,082.00 LF 0.69 2,126.58 - - 3,082.00 2,126.58 2,126.58 100% - 169 319.00 GAL 1.81 577.39 - - 200.00 362.00 362.00 63% 215.39 170 576.00 TON 97.00 55,872.00 - - 576.00 55,872.00 55,872.00 100% - 171 576.00 TON 90.00 51,840.00 - - 461.00 41,490.00 41,490.00 80% 10,350.00 172 2.00 CY 4,462.55 8,925.10 - - 1.00 4,462.55 4,462.55 50% 4,462.55 173 341.00 SF 9.53 3,249.73 - - 920.57 8,773.04 8,773.04 270% (5,523.31)174 1.00 LS 3,640.19 3,640.19 - - 1.00 3,640.19 3,640.19 100% - 175 1.00 ALLOW 7,500.00 7,500.00 - - 1.00 7,500.00 7,500.00 100% - 176 9.00 SF 150.42 1,353.78 - - 6.00 902.52 902.52 67% 451.26 177 1.00 LS 1,515.43 1,515.43 - - 1.00 1,515.43 1,515.43 100% - 178 1.00 LS 1.00 1.00 - - 1.00 1.00 1.00 100% - 179 9.00 EACH 111.06 999.54 - - 9.00 999.54 999.54 100% - 180 100.00 LF 3.26 326.00 - - 250.00 815.00 815.00 250% (489.00)181 143.00 CY 42.14 6,026.02 - - 98.00 4,129.72 4,129.72 69% 1,896.30 182 660.00 SY 5.01 3,306.60 - - 579.00 2,900.79 2,900.79 88% 405.81 183 48.00 LF 2.51 120.48 - - 48.00 120.48 120.48 100% - 184 645.00 LF 0.60 387.00 - - 655.00 393.00 393.00 102% (6.00)185 56.00 SF 3.01 168.56 - - 56.00 168.56 168.56 100% - 367,091.16 89,932.55 280,911.37 280,911.37 86,179.79 186 1,294.00 LF 19.45 25,168.30 1,149.00 22,348.05 1,294.00 25,168.30 25,168.30 100% - 187 101.00 LF 20.71 2,091.71 101.00 2,091.71 101.00 2,091.71 2,091.71 100% - 188 150.00 SY 99.68 14,952.00 93.00 9,270.24 123.00 12,260.64 12,260.64 82% 2,691.36 42,212.01 33,710.00 39,520.65 39,520.65 2,691.36 189 2.00 EACH 233.26 466.52 2.00 466.52 2.00 466.52 466.52 100% - 190 2.00 EACH 1,055.82 2,111.64 - - - - - 2,111.64 191 2.00 EACH 222.57 445.14 - - - - - 445.14 3,023.30 466.52 466.52 466.52 2,556.78 192 1.00 EACH 250.71 250.71 1.00 250.71 1.00 250.71 250.71 100% - 193 3.00 EACH 501.41 1,504.23 3.00 1,504.23 3.00 1,504.23 1,504.23 100% - 194 51.00 LF 20.06 1,023.06 51.00 1,023.06 51.00 1,023.06 1,023.06 100% - 195 25.00 LF 72.20 1,805.00 25.00 1,805.00 25.00 1,805.00 1,805.00 100% - 196 33.00 LF 87.25 2,879.25 33.00 2,879.25 33.00 2,879.25 2,879.25 100% - 197 3.00 EACH 7,917.27 23,751.81 3.00 23,751.81 3.00 23,751.81 23,751.81 100% - 198 1.00 EACH 4,436.18 4,436.18 1.00 4,436.18 1.00 4,436.18 4,436.18 100% - 199 3.00 EACH 867.44 2,602.32 3.00 2,602.32 3.00 2,602.32 2,602.32 100% - 200 5.00 EACH 2,418.80 12,094.00 7.00 16,931.60 7.00 16,931.60 16,931.60 140% (4,837.60)201 5.00 EACH 1,036.62 5,183.10 7.00 7,256.34 7.00 7,256.34 7,256.34 140% (2,073.24)202 6.00 EACH 2,265.37 13,592.22 5.00 11,326.85 5.00 11,326.85 11,326.85 83% 2,265.37 203 200.00 LB 11.03 2,206.00 200.00 2,206.00 200.00 2,206.00 2,206.00 100% - 71,327.88 75,973.35 75,973.35 75,973.35 (4,645.47)204 1.00 EACH 501.41 501.41 1.00 501.41 1.00 501.41 501.41 100% - CONCRETE CURB & GUTTER DESIGN B4128" CONCRETE VALLEY GUTTERREMOVE FRAME AND RING CASTING (SANITARY)24" SOLID LINE PAINT4" SOLID LINE PAINTSTORM DRAIN INLET PROTECTIONSEDIMENT CONTROL LOG, TYPE WOOD CHIPREMOVE GATE VALVE AND BOXREMOVE HYDRANT & VALVEREMOVE HYDRANT LEAD6" WATERMAIN DUCTILE IRON CL 528" WATERMAIN DUCTILE IRON CL 52HYDRANT AND GATE VALVE ASSEMBLY8" GATE VALVE AND BOXCONNECT TO EXISTING WATERMAINREMOVE AND REPLACE GATE VALVE BOLTSNEW RINGS AND CASTING (SANITARY)SEAL MANHOLE (INFI-SHIELD)PART 5D: WATERMAINREMOVE AND REPLACE GATE VALVE BOXREMOVE AND REPLACE FITTING BOLTSDUCTILE IRON FITTINGSREMOVE DRAINAGE STRUCTURECOMMON TOPSOIL BORROW (LV)HYDRAULIC MATRIX TYPE MULCH, SEED MIX 25-151, FERTILIZERTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)CONCRETE STEPSSIGN TYPE CEROSION CONTROL SUPERVISORWATERAGGREGATE BASE CLASS 5FULL DEPTH RECLAMATIONJOINT ADHESIVE (MASTIC)BITUMINOUS MATERIAL FOR TACK COATRAILROAD FLAGGINGGEOTEXTILE FABRIC TYPE 5STREET SWEEPER (WITH PICKUP BROOM)PART 5A: STREETSPART 5B: CURB & GUTTERPART 5B: CURB & GUTTERPART 5C: SANITARY SEWERPART 5C: SANITARY SEWERPAVEMENT MESSSAGE PAINTCONCRETE CURB & GUTTER DESIGN SURMOUNTABLESTABILIZED CONSTRUCTION EXITTRAFFIC CONTROL4" CONCRETE WALKPART 5D: WATERMAINPART 5E: STORM SEWERUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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