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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.:3 From06/25/22to 07/24/22AC 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)($)Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest Inc., dba Minnesota2022 Street ImprovementsOwner:0N1.125241B% of Value of Item (J / F)(%)Balance to Finish (F - J)($)DescriptionWork CompletedApplication No.:Engineer:Contractor:Project:Contract:Previous Estimate08/02/22Materials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.Application Date:Application Period:191 2.00 EACH 222.57 445.14 - - - - - 445.14 3,023.30 - 466.52 466.52 2,556.78 192 1.00 EACH 250.71 250.71 - - 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 22.00 1,588.40 25.00 1,805.00 1,805.00 100% - 196 33.00 LF 87.25 2,879.25 32.00 2,792.00 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 4,436.18 100% - 199 3.00 EACH 867.44 2,602.32 1.00 867.44 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 7,256.34 140% (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 61,991.39 75,973.35 75,973.35 (4,645.47)204 1.00 EACH 501.41 501.41 - - 1.00 501.41 501.41 100% - 205 3.00 EACH 233.26 699.78 - - 3.00 699.78 699.78 100% - 206 58.00 LF 15.04 872.32 - - 58.00 872.32 872.32 100% - 207 1.00 EACH 2,122.97 2,122.97 - - 1.00 2,122.97 2,122.97 100% - 208 80.00 LF 30.08 2,406.40 - - 80.00 2,406.40 2,406.40 100% - 209 140.00 LF 22.06 3,088.40 - - 193.00 4,257.58 4,257.58 138% (1,169.18)210 1.00 EACH 460.29 460.29 - - 2.00 920.58 920.58 200% (460.29)211 77.00 LF 51.14 3,937.78 - - 77.00 3,937.78 3,937.78 100% - 212 35.00 LF 60.17 2,105.95 - - 35.00 2,105.95 2,105.95 100% - 213 43.00 LF 65.18 2,802.74 - - 43.00 2,802.74 2,802.74 100% - 214 1.00 EACH 576.62 576.62 - - 1.00 576.62 576.62 100% - 215 2.00 EACH 576.62 1,153.24 - - 2.00 1,153.24 1,153.24 100% - 216 2.00 EACH 1,055.82 2,111.64 - - 2.00 2,111.64 2,111.64 100% - 217 1.00 EACH 689.94 689.94 - - 1.00 689.94 689.94 100% - 218 1.00 EACH 1,639.61 1,639.61 - - 1.00 1,639.61 1,639.61 100% - 219 15.00 LF 942.03 14,130.45 - - 15.00 14,130.45 14,130.45 100% - 220 10.00 LF 961.11 9,611.10 - - 10.00 9,611.10 9,611.10 100% - 221 1.00 EACH 1,228.45 1,228.45 - - 1.00 1,228.45 1,228.45 100% - 222 7.00 EACH 752.12 5,264.84 - - - - - 5,264.84 223 2.00 EACH 222.57 445.14 - - - - - 445.14 224 20.00 CY 145.41 2,908.20 - - 15.00 2,181.15 2,181.15 75% 727.05 58,757.27 - 53,949.71 53,949.71 4,807.56 225 140.00 CY 21.03 2,944.20 - - - - - 2,944.20 226 1.00 LS 735.94 735.94 - - - - - 735.94 227 30.00 TON 39.07 1,172.10 - - - - - 1,172.10 228 7.00 GAL 1.81 12.67 - - - - - 12.67 229 12.00 TON 250.00 3,000.00 - - - - - 3,000.00 230 12.00 TON 250.00 3,000.00 - - - - - 3,000.00 231 2.00 EACH 549.55 1,099.10 - - - - - 1,099.10 PART 5D: WATERMAINPART 5E: STORM SEWERPART 5E: STORM SEWERPART 5F: TRAIL EXTENSION & RETENTION SWALEBITUMINOUS MATERIAL FOR TACK COATTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)6" DRAIN GRATE15" RC PIPE SEWER CLASS V18" RC PIPE SEWER CLASS VCONNECT TO EXISTING STORM SEWERCONNECT TO EXISTING STORM STRUCTURENEW RINGS AND CASTING, R-1733 (STORM)NEW RINGS AND CASTING, R-3517 (STORM)4' DIA. TOP SLAB W/ 27" DIA. OPENING2'X3' CB, INCL CSTG AND AJD RINGS (DETAIL STO-5)4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS RECONSTRUCT DRAINAGE STRUCTURECOMMON EMBANKMENT - TRAIL (CV)RETENTION SWALE GRADINGAGGREGATE BASE CLASS 5 - TRAIL6" PVC CLEANOUT FOR ROOF DRAIN CONNECTION12" RC PIPE SEWER CLASS VPART 5D: WATERMAINREMOVE AND REPLACE GATE VALVE BOXREMOVE AND REPLACE FITTING BOLTSDUCTILE IRON FITTINGSREMOVE DRAINAGE STRUCTUREREMOVE CASTING & RINGS (STORM)REMOVE PIPE SEWER (STORM)18" RCP FLARED END SECTION WITH TRASH GUARD4" PERF PVC DRAIN TILE, SDR 356" SOLID PVC DRAIN TILE, SDR 35PART 5C: SANITARY SEWERREMOVE 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 BOLTSSEAL MANHOLE (INFI-SHIELD)SEAL CATCH BASIN (FLEX-SEAL)SEAL MANHOLE (INFI-SHIELD)RANDOM RIP RAP CLASS IIIUnit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. 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