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Contractor's Application for Payment
<br />Owner's Project No.:
<br />Engineer's Project No.:
<br />Agency's Project No.:
<br />1 From 07/16/25 to 08/29/25
<br />A C D E F F1 F2 G H I J K L
<br />Item Quantity Units
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(C X E)
<br />($)
<br />Quantity Previous
<br />Estimate
<br />Value Previous
<br />Estimate
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X G)
<br />($)
<br />1 1.00 LS 77,889.40 77,889.40 - 0.50 38,944.70 38,944.70 50% 38,944.70
<br />2 1.00 LS 78,500.00 78,500.00 - 0.50 39,250.00 39,250.00 50% 39,250.00
<br />3 1.00 EA 150.00 150.00 - 1.00 150.00 150.00 100% -
<br />4 1,016.00 LF 2.30 2,336.80 - 600.00 1,380.00 1,380.00 59% 956.80
<br />5 200.00 LF 3.25 650.00 - 25.00 81.25 81.25 13% 568.75
<br />6 1.00 LS 1,500.00 1,500.00 - 1.00 1,500.00 1,500.00 100% -
<br />7 1.00 LS 500.00 500.00 - 1.00 500.00 500.00 100% -
<br />8 7.00 EA 357.14 2,499.98 - 3.00 1,071.42 1,071.42 43% 1,428.56
<br />9 3.00 EA 400.00 1,200.00 - - - - 1,200.00
<br />10 1.00 LS 5,369.00 5,369.00 - - - - 5,369.00
<br />11 1.00 EA 3,274.41 3,274.41 - - - - 3,274.41
<br />12 1.00 EA 1,959.68 1,959.68 - - - - 1,959.68
<br />13 4.00 EA 1,819.36 7,277.44 - 2.00 3,638.72 3,638.72 50% 3,638.72
<br />14 1,608.00 LBS 10.00 16,080.00 - 900.00 9,000.00 9,000.00 56% 7,080.00
<br />15 1.00 EA 5,900.00 5,900.00 - - - - 5,900.00
<br />16 10.00 LF 100.99 1,009.90 - 5.00 504.95 504.95 50% 504.95
<br />17 100.00 LF 80.92 8,092.00 - - - - 8,092.00
<br />18 3,925.00 LF 52.65 206,651.25 - 3,971.00 209,073.15 209,073.15 101% (2,421.90)
<br />19 3,155.00 LF 69.77 220,124.35 - 700.00 48,839.00 48,839.00 22% 171,285.35
<br />20 643.00 LF 77.00 49,511.00 - 296.00 22,792.00 22,792.00 46% 26,719.00
<br />21 20.00 LF 81.27 1,625.40 - 20.00 1,625.40 1,625.40 100% -
<br />22 1.00 EA 28,822.57 28,822.57 - 1.00 28,822.57 28,822.57 100% -
<br />23 5.00 EA 9,246.68 46,233.40 - 3.00 27,740.04 27,740.04 60% 18,493.36
<br />24 1.00 EA 22,996.81 22,996.81 - - - - 22,996.81
<br />25 643.00 LF 5.38 3,459.34 - - - - 3,459.34
<br />26 1.00 EA 2,693.62 2,693.62 - 1.00 2,693.62 2,693.62 100% -
<br />27 2.00 EA 2,870.79 5,741.58 - 2.00 5,741.58 5,741.58 100% -
<br />28 1.00 EA 3,861.17 3,861.17 - 1.00 3,861.17 3,861.17 100% -
<br />29 1.00 EA 5,975.85 5,975.85 - 1.00 5,975.85 5,975.85 100% -
<br />30 1.00 LF 404.50 404.50 - - - - 404.50
<br />31 1.00 EA 7,321.12 7,321.12 - 1.00 7,321.12 7,321.12 100% -
<br />32 1.00 LF 1,806.28 1,806.28 - - - - 1,806.28
<br />33 15.00 LF 74.51 1,117.65 - 15.00 1,117.65 1,117.65 100% -
<br />34 500.00 LF 117.65 58,825.00 - 260.00 30,589.00 30,589.00 52% 28,236.00
<br />35 10.00 LF 69.10 691.00 - 10.00 691.00 691.00 100% -
<br />36 1.00 EA 644.66 644.66 - 1.00 644.66 644.66 100% -
<br />37 1.00 EA 751.72 751.72 - 1.00 751.72 751.72 100% -
<br />38 60.00 LF 5.37 322.20 - - - - 322.20
<br />39 10.00 SF 177.18 1,771.80 - - - - 1,771.80
<br />40 50.00 LF 62.31 3,115.50 - - - - 3,115.50
<br />41 1.00 EA 4,444.07 4,444.07 - - - - 4,444.07
<br />42 460.00 LF 3.91 1,798.60 - 200.00 782.00 782.00 43% 1,016.60
<br />43 910.00 SY 8.33 7,580.30 - 600.10 4,998.83 4,998.83 66% 2,581.47
<br />44 10.00 LF 32.04 320.40 - - - - 320.40
<br />45 440.00 CY 27.13 11,937.20 - - - - 11,937.20
<br />46 220.00 TN 43.64 9,600.80 - - - - 9,600.80
<br />47 100.00 TN 57.08 5,708.00 - - - - 5,708.00
<br />48 550.00 TN 20.03 11,016.50 - - - - 11,016.50
<br />49 30.00 TN 134.93 4,047.90 - - - - 4,047.90
<br />Contract Information
<br />Bid Item
<br />No.
<br />INLET PROTECTION
<br />SILT FENCE, MACHINE SLICED
<br />BYPASS PUMPING
<br />CONNECT TO EXISTING FORCEMAIN
<br />SEDIMENT CONTROL LOG, TYPE WOOD FIBER
<br />CLEARING
<br />GRUBBING
<br />Application Date:Application Period:Application No.:
<br />MOBILIZATION
<br />09/05/25
<br />B
<br />BASE BID
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)
<br />DISCONNECT 6" FORCEMAIN FROM 16" FORCEMAIN
<br />CONNECT EXISTING PIPE TO NEW STRUCTURE
<br />DUCTILE IRON FITTINGS
<br />TRAFFIC CONTROL
<br />Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work
<br />Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Progress Estimate - Unit Price Work
<br />City of Lake Elmo
<br />Bolton & Menk, Inc.
<br />GM Contracting, Inc.
<br />Stillwater Area School District Utility Improvements
<br />Owner:
<br />24X.134951
<br />134951
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />Previous Estimate
<br />TELEVISING
<br />CONNECT TO EXISTING 12" WATERMAIN
<br />6" GATE VALVE AND BOX
<br />8" GATE VALVE AND BOX
<br />12" GATE VALVE AND BOX
<br />TRANSPLANT TREE
<br />SALVAGE AND REINSTALL SIGN
<br />8" PVC SANITARY SEWER, SDR 26
<br />4" PVC SANITARY SEWER SERVICE
<br />4' DIAMETER SANITARY AIR RELEASE MANHOLE, INCL
<br />4' DIAMETER SANITARY MANHOLE, INCL CASTING AND
<br />7' DIAMETER SANITARY MANHOLE, INCL CASTING AND
<br />COAT MANHOLE
<br />6" DIP SANITARY SEWER FORCEMAIN, CL 52, INCL
<br />8" PVC SANITARY FORCEMAIN, C900, OPEN CUT
<br />8" HDPE SANITARY FORCEMAIN, DR 11, DIRECTIONAL DRILL
<br />10" HDPE SANITARY FORCEMAIN, DR 11, DIRECTIONAL DRILL
<br />1" WATER SERVICE
<br />1" CORPORATION STOP
<br />1" CURB STOP AND BOX
<br />GRANULAR MATERIAL BEDDING
<br />CONCRETE HYDRANT SPLASH PAD
<br />VALVE BOX EXTENSION
<br />HYDRANT
<br />HYDRANT EXTENSION
<br />6" DIP WATER MAIN, CL 52, INCL POLYWRAP
<br />12" DIP WATER MAIN, CL 52, INCL POLYWRAP
<br />COMMON EXCAVATION (EV)
<br />AGGREGATE BASE, CLASS 5
<br />AGGREGATE BASE, CLASS 6
<br />SELECT GRANULAR BORROW
<br />TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B)
<br />SALVAGE AND REINSTALL STORM SEWER PIPE
<br />SALVAGE AND REINSTALL STORM SEWER STRUCTURE
<br />SAWCUT BITUMINOUS PAVEMENT
<br />REMOVE AND DISPOSE OF EXISTING BITUMINOUS
<br />REMOVE AND REPLACE CONCRETE CURB AND GUTTER
<br />Unit Price
<br />EJCDC C-620 Contractor's Application for Payment
<br />(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 2
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