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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)($)1 1.00 LS 17,000.00 17,000.00 0.25 4,250.00 1.00 17,000.00 17,000.00 100% - 2 335.00 LF 12.86 4,308.10 537.00 6,905.82 537.00 6,905.82 6,905.82 160% (2,597.72)3 189.00 LF 2.48 468.72 228.00 565.44 228.00 565.44 565.44 121% (96.72)4 40.00 LF 6.97 278.80 - - - - - 278.80 5 27.00 SY 19.72 532.44 27.00 532.44 27.00 532.44 532.44 100% - 6 18.00 SY 29.45 530.10 - - - - - 530.10 7 121.00 CY 28.84 3,489.64 - - - - - 3,489.64 8 121.00 CY 44.12 5,338.52 - - - - - 5,338.52 9 3,629.00 SY 1.35 4,899.15 3,629.00 4,899.15 3,629.00 4,899.15 4,899.15 100% - 10 10.00 HOUR 160.45 1,604.50 1.00 160.45 2.00 320.90 320.90 20% 1,283.60 11 62.00 MGAL 0.01 0.62 - - - - - 0.62 12 3,629.00 SY 4.00 14,516.00 3,629.00 14,516.00 3,629.00 14,516.00 14,516.00 100% - 13 18.00 SY 74.41 1,339.38 - - - - - 1,339.38 14 335.00 LF 1.00 335.00 - - - - - 335.00 15 254.00 GAL 1.81 459.74 - - 300.00 543.00 543.00 118% (83.26)16 460.00 TON 92.00 42,320.00 433.00 39,836.00 433.00 39,836.00 39,836.00 94% 2,484.00 17 4.00 TON 328.88 1,315.52 - - 6.00 1,973.28 1,973.28 150% (657.76)18 460.00 TON 97.00 44,620.00 - - 431.00 41,807.00 41,807.00 94% 2,813.00 19 335.00 LF 27.03 9,055.05 537.00 14,515.11 537.00 14,515.11 14,515.11 160% (5,460.06)20 1.00 LS 1,797.03 1,797.03 0.50 898.52 1.00 1,797.03 1,797.03 100% - 21 1.00 LS 1,515.43 1,515.43 0.50 757.72 1.00 1,515.43 1,515.43 100% - 22 1.00 LS 1.00 1.00 - - 1.00 1.00 1.00 100% - 23 12.00 EACH 111.06 1,332.72 10.00 1,110.60 12.00 1,332.72 1,332.72 100% - 24 46.00 CY 5.01 230.46 - - - - - 230.46 25 212.00 SY 15.04 3,188.48 - - 228.00 3,429.12 3,429.12 108% (240.64) 160,476.40 88,947.24 151,489.44 151,489.44 8,986.96 26 5.00 EACH 233.26 1,166.30 5.00 1,166.30 5.00 1,166.30 1,166.30 100% - 27 5.00 EACH 1,055.82 5,279.10 5.00 5,279.10 5.00 5,279.10 5,279.10 100% - 28 5.00 LF 328.93 1,644.65 5.00 1,644.65 5.00 1,644.65 1,644.65 100% - 29 5.00 EACH 222.57 1,112.85 5.00 1,112.85 5.00 1,112.85 1,112.85 100% - 9,202.90 9,202.90 9,202.90 9,202.90 - 30 9.00 EACH 2,253.34 20,280.06 10.00 22,533.40 10.00 22,533.40 22,533.40 111% (2,253.34)31 3.00 EACH 2,453.90 7,361.70 3.00 7,361.70 3.00 7,361.70 7,361.70 100% - 32 6.00 EACH 1,036.62 6,219.72 6.00 6,219.72 6.00 6,219.72 6,219.72 100% - 33 3.00 EACH 3,414.60 10,243.80 3.00 10,243.80 3.00 10,243.80 10,243.80 100% - 44,105.28 46,358.62 46,358.62 46,358.62 (2,253.34)34 4.00 EACH 233.26 933.04 4.00 933.04 4.00 933.04 933.04 100% - 35 1.00 EACH 576.62 576.62 1.00 576.62 1.00 576.62 576.62 100% - 36 16.00 LF 15.04 240.64 16.00 240.64 16.00 240.64 240.64 100% - 37 8.00 LF 60.17 481.36 16.00 962.72 16.00 962.72 962.72 200% (481.36)38 8.00 LF 65.18 521.44 - - - - - 521.44 TOTAL PART 1B: SANITARY SEWER TOTAL PART 1C: WATERMAINPART 1C: WATERMAINPART 1D: STORM SEWERREMOVE DRAINAGE STRUCTUREREMOVE PIPE SEWER (STORM)15" RC PIPE SEWER CLASS V18" RC PIPE SEWER CLASS VREMOVE AND REPLACE FITTING BOLTSREMOVE AND REPLACE GATE VALVE BOLTSREMOVE AND REPLACE GATE VALVE BOXREMOVE AND REPLACE HYDRANT AND VALVE BOLTSREMOVE CASTING & RINGS (STORM)SODDING TYPE LAWNREMOVE FRAME AND RING CASTING (SANITARY)NEW RINGS AND CASTING (SANITARY)RECONSTRUCT SANITARY SEWER MANHOLESEAL MANHOLE (INFI-SHIELD)SUBGRADE EXCAVATION (SPOT CORRECTION)FINISH GRADINGTRAFFIC CONTROLEROSION CONTROL SUPERVISORSTABILIZED CONSTRUCTION EXITSTORM DRAIN INLET PROTECTIONFILTER TOPSOIL BORROWBITUMINOUS MATERIAL FOR TACK COATTYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)TYPE SP 9.5 WEARING COURSE MIXTURE (2,E), DRIVEWAYTYPE SP 9.5 WEARING COURSE MIXTURE (3,C)CONCRETE CURB & GUTTER DESIGN SURMOUNTABLETOTAL PART 1A: STREETS6" CONCRETE PAVEMENTJOINT ADHESIVE (MASTIC)PART 1B: SANITARY SEWER Progress Estimate - Unit Price WorkCity of Little CanadaBolton & Menk, Inc.OMG Midwest Inc., dba Minnesota2022 Street ImprovementsOwner:0N1.125241Part 1A: STREETSBOriginal Contract% of Value of Item (J / F)(%)Balance to Finish (F - J)($)MOBILIZATIONREMOVE CONCRETE CURB & GUTTERDescriptionWork CompletedApplication No.:Engineer:Contractor:Project:Contract:Previous Estimate08/02/22PART 1: YORKTON RIDGEMaterials Currently Stored (not in G)($)Work Completed and Materials Stored to Date (H + I)($)Contract InformationBid Item No.SAW CUT BITUMINOUS (FULL DEPTH)SAW CUT CONCRETE (FULL DEPTH)STREET SWEEPER (WITH PICKUP BROOM)WATERFULL DEPTH RECLAMATIONREMOVE BITUMINOUS DRIVEWAY PAVEMENTREMOVE CONCRETE PAVEMENTSTABILIZING AGGREGATE, CLASS 5 (SPOT CORRECTION)Application Date:Application Period:Unit PriceEJCDC C-620 Contractor's Application for Payment(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 7DocuSign Envelope ID: 6B869C52-ED0E-458A-B56D-3089AF31D6F0
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