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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 09/04/25 to 09/30/25
<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 16,423.00 16,423.00 - 0.50 8,211.50 8,211.50 50% 8,211.50
<br />2 2.00 EA 812.00 1,624.00 - 2.00 1,624.00 1,624.00 100% -
<br />3 2.00 EA 812.00 1,624.00 - 2.00 1,624.00 1,624.00 100% -
<br />4 70.00 LF 2.00 140.00 - 40.00 80.00 80.00 57% 60.00
<br />5 10.00 LF 4.00 40.00 - - - - 40.00
<br />6 40.00 LF 6.00 240.00 - 40.00 240.00 240.00 100% -
<br />7 250.00 SY 5.00 1,250.00 - 250.00 1,250.00 1,250.00 100% -
<br />8 15.00 SY 18.00 270.00 - 15.00 270.00 270.00 100% -
<br />9 1,470.00 SY 3.00 4,410.00 - 1,470.00 4,410.00 4,410.00 100% -
<br />10 130.00 CY 17.00 2,210.00 - - - - 2,210.00
<br />11 130.00 CY 21.00 2,730.00 - - - - 2,730.00
<br />12 300.00 CY 29.00 8,700.00 - 217.00 6,293.00 6,293.00 72% 2,407.00
<br />13 320.00 TON 26.00 8,320.00 - 344.23 8,949.98 8,949.98 108% (629.98)
<br />14 370.00 TON 112.00 41,440.00 - 189.04 21,172.48 21,172.48 51% 20,267.52
<br />15 120.00 GAL 2.00 240.00 - - - - 240.00
<br />16 10.00 SY 90.00 900.00 - 10.00 900.00 900.00 100% -
<br />17 260.00 SY 78.00 20,280.00 - - - - 20,280.00
<br />18 290.00 SF 17.00 4,930.00 - - - - 4,930.00
<br />19 20.00 SF 85.00 1,700.00 - - - - 1,700.00
<br />20 700.00 LF 27.00 18,900.00 - 698.00 18,846.00 18,846.00 100% 54.00
<br />21 40.00 LF 35.00 1,400.00 - 20.00 700.00 700.00 50% 700.00
<br />22 180.00 SF 17.00 3,060.00 - 150.00 2,550.00 2,550.00 83% 510.00
<br />23 1.00 LS 528.00 528.00 - 0.50 264.00 264.00 50% 264.00
<br />24 1.00 EA 34.00 34.00 - - - - 34.00
<br />25 40.00 SF 48.00 1,920.00 - - - - 1,920.00
<br />26 500.00 LF 4.00 2,000.00 - 500.00 2,000.00 2,000.00 100% -
<br />27 3.00 EA 154.00 462.00 - 3.00 462.00 462.00 100% -
<br />28 10.00 HR 182.00 1,820.00 - 1.00 182.00 182.00 10% 1,638.00
<br />29 5.00 CY 128.00 640.00 - 3.83 490.24 490.24 77% 149.76
<br />30 170.00 CY 54.00 9,180.00 - 37.50 2,025.00 2,025.00 22% 7,155.00
<br />31 750.00 SY 8.00 6,000.00 - - - - 6,000.00
<br />32 850.00 LF 3.00 2,550.00 - - - - 2,550.00
<br />33 80.00 SF 13.00 1,040.00 - - - - 1,040.00
<br />34 2.00 EA 132.00 264.00 - - - - 264.00
<br />167,269.00$ -$ 82,544.20$ -$ 82,544.20$ 49%84,724.80$ BASE BID TOTAL
<br />Bid Item
<br />No.
<br />SAWCUT CONCRETE PAVEMENT
<br />REMOVE CONCRETE CURB AND GUTTER
<br />REMOVE BITUMINOUS PAVEMENT
<br />Application Date:Application Period:Application No.:
<br />BASE BID
<br />MOBILIZATION
<br />CLEARING
<br />Contract:
<br />Previous Estimate
<br />10/01/25
<br />B
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work
<br />Completed and
<br />Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />GRUBBING
<br />SAWCUT BITUMINOUS PAVEMENT
<br />Progress Estimate - Unit Price Work
<br />City of Lake Elmo
<br />Bolton & Menk, Inc.
<br />Miller Excavating Inc.
<br />Reid Park Parking Lot Improvements
<br />Owner:
<br />25X.138288
<br />138288
<br />Engineer:
<br />Contractor:
<br />Project:
<br />TRAFFIC CONTROL
<br />REMOVE SIGN
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />PATCH BITUMINOUS STREET
<br />5" CONCRETE WALK
<br />6" CONCRETE PEDESTRIAN RAMP
<br />TRUNCATED DOMES
<br />REMOVE CONCRETE SIDEWALK
<br />RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL
<br />CONCRETE CURB & GUTTER DESIGN B418
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />6" CONCRETE FLUME
<br />SUBGRADE CORRECTION
<br />SELECT GRANULAR BORROW (CV)
<br />COMMON EXCAVATION
<br />AGGREGATE BASE, CLASS 5
<br />TYPE SP 9.5 BITUMINOUS WEARING COURSE (3,F)
<br />SIGN PANEL TYPE C
<br />SILT FENCE TYPE MACHINE SLICED
<br />4" SOLID LINE WHITE - MULTI COMP
<br />CROSSWALK - MULTI COMP (GR)
<br />PAVEMENT MESSAGE (HANDICAP SYMBOL)
<br />STORM DRAIN INLET PROTECTION
<br />STREET SWEEPER (WITH PICK UP BROOM)
<br />RANDOM RIP RAP CLASS III
<br />TOPSOIL BORROW
<br />SEED TURFGRASS AND EROSION CONTROL BLANKET
<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 1
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