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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 START to 05/31/24
<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 LUMP SUM 116,000.00 116,000.00 - 0.75 87,000.00 87,000.00 75% 29,000.00
<br />2 26.00 EACH 650.00 16,900.00 - 22.00 14,300.00 14,300.00 85% 2,600.00
<br />3 26.00 EACH 320.00 8,320.00 - 22.00 7,040.00 7,040.00 85% 1,280.00
<br />4 0.07 ACRE 21,000.00 1,470.00 - 0.07 1,470.00 1,470.00 100% -
<br />5 0.07 ACRE 21,000.00 1,470.00 - 0.07 1,470.00 1,470.00 100% -
<br />6 80.00 EACH 140.00 11,200.00 - 20.00 2,800.00 2,800.00 25% 8,400.00
<br />7 4.00 EACH 495.00 1,980.00 - 4.00 1,980.00 1,980.00 100% -
<br />8 5.00 EACH 250.00 1,250.00 - - - - 1,250.00
<br />9 1.00 EACH 800.00 800.00 - 1.00 800.00 800.00 100% -
<br />10 17.00 EACH 230.00 3,910.00 - 7.00 1,610.00 1,610.00 41% 2,300.00
<br />11 4.00 EACH 53.00 212.00 - - - - 212.00
<br />12 2.00 EACH 950.00 1,900.00 - 2.00 1,900.00 1,900.00 100% -
<br />13 1.00 EACH 685.00 685.00 - - - - 685.00
<br />14 4.00 EACH 53.00 212.00 - - - - 212.00
<br />15 4.00 EACH 270.00 1,080.00 - 4.00 1,080.00 1,080.00 100% -
<br />16 180.00 LIN FT 3.50 630.00 - 182.00 637.00 637.00 101% (7.00)
<br />17 536.00 LIN FT 2.00 1,072.00 - 104.00 208.00 208.00 19% 864.00
<br />18 671.00 LIN FT 15.00 10,065.00 - 671.00 10,065.00 10,065.00 100% -
<br />19 139.00 LIN FT 22.00 3,058.00 - 51.00 1,122.00 1,122.00 37% 1,936.00
<br />20 1,002.00 LIN FT 3.50 3,507.00 - 717.00 2,509.50 2,509.50 72% 997.50
<br />21 2,894.00 LIN FT 5.80 16,785.20 - 1,436.00 8,328.80 8,328.80 50% 8,456.40
<br />22 250.00 SQ YD 8.00 2,000.00 - 260.00 2,080.00 2,080.00 104% (80.00)
<br />23 18.00 SQ YD 15.00 270.00 - 18.00 270.00 270.00 100% -
<br />24 10.00 SQ YD 10.00 100.00 - - - - 100.00
<br />25 4,565.00 SQ FT 0.70 3,195.50 - - - - 3,195.50
<br />26 1.00 EACH 500.00 500.00 - - - - 500.00
<br />27 140.00 LIN FT 17.00 2,380.00 - - - - 2,380.00
<br />28 170.00 CU YD 27.00 4,590.00 - - - - 4,590.00
<br />29 207.00 CU YD 29.00 6,003.00 - 84.00 2,436.00 2,436.00 41% 3,567.00
<br />30 77.00 CU YD 52.00 4,004.00 - - - - 4,004.00
<br />31 50.00 CU YD 19.00 950.00 - - - - 950.00
<br />32 207.00 CU YD 34.00 7,038.00 - 84.00 2,856.00 2,856.00 41% 4,182.00
<br />33 2,718.00 SQ YD 2.60 7,066.80 - 2,718.00 7,066.80 7,066.80 100% -
<br />34 21,787.00 SQ YD 5.00 108,935.00 - 2,052.00 10,260.00 10,260.00 9% 98,675.00
<br />35 325.00 CU YD 15.00 4,875.00 - 372.04 5,580.60 5,580.60 114% (705.60)
<br />36 24.00 HOUR 250.00 6,000.00 - 4.00 1,000.00 1,000.00 17% 5,000.00
<br />37 1,291.00 SQ YD 30.00 38,730.00 - - - - 38,730.00
<br />38 15,820.00 SQ YD 1.30 20,566.00 - - - - 20,566.00
<br />39 2,254.00 GAL 3.60 8,114.40 - - - - 8,114.40
<br />40 10.00 SQ YD 35.00 350.00 - - - - 350.00
<br />41 6,822.00 TON 98.00 668,556.00 - - - - 668,556.00
<br />42 1.00 EACH 1,280.00 1,280.00 - - - 1,280.00
<br />43 1.00 EACH 450.00 450.00 - 1.00 450.00 450.00 100% -
<br />44 1.00 EACH 670.00 670.00 - - - - 670.00
<br />45 1.00 EACH 1,490.00 1,490.00 - - - - 1,490.00
<br />46 438.00 LIN FT 70.00 30,660.00 - 401.00 28,070.00 28,070.00 92% 2,590.00
<br />47 63.00 LIN FT 76.00 4,788.00 - - - - 4,788.00
<br />48 20.00 LIN FT 88.00 1,760.00 - 11.00 968.00 968.00 55% 792.00
<br />49 11.00 LIN FT 129.00 1,419.00 - - - - 1,419.00
<br />B
<br />Original Contract
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)
<br />MOBILIZATION
<br />CLEARING
<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 />Contract Information
<br />Bid Item
<br />No.
<br />GRUBBING
<br />CLEARING
<br />REMOVE DRAINAGE STRUCTURE
<br />REMOVE SIGN
<br />SALVAGE GATE VALVE & BOX
<br />SALVAGE PIPE APRON
<br />SALVAGE SIGN
<br />GRUBBING
<br />REMOVE CASTING
<br />REMOVE GATE VALVE & BOX
<br />Application Date:Application Period:Application No.:
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />Previous Estimate
<br />05/31/24
<br />Progress Estimate - Unit Price Work
<br />City of Arden Hills
<br />Bolton & Menk, Inc.
<br />S.M. Hentges & Sons, Inc.
<br />2024 PMP Street & Utility Improvements
<br />2024 PMP Street & Utility Improvements
<br />Owner:
<br />0T1.130168
<br />PW-24-0100
<br />REMOVE BITUMINOUS WALK
<br />REMOVE SKIMMER WALL
<br />GRADE CHANNEL
<br />EXCAVATION - COMMON
<br />EXCAVATION - SUBGRADE
<br />REMOVE VALVE BOX
<br />REMOVE HYDRANT
<br />REMOVE CURB & GUTTER
<br />REMOVE CURB & GUTTER (SPOT)
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT
<br />SALVAGE MAILBOX SUPPORT
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />REMOVE WATERMAIN
<br />REMOVE SEWER PIPE (STORM)
<br />HAUL FULL DEPTH RECLAMATION
<br />EXPLORATORY EXCAVATION
<br />REMOVE AND PATCH BITUMINOUS PAVEMENT
<br />MILL BITUMINOUS SURFACE (2.0")
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />SELECT GRANULAR EMBANKMENT
<br />COMMON EMBANKMENT
<br />STABILIZING AGGREGATE
<br />GEOTEXTILE FABRIC TYPE 7
<br />FULL DEPTH RECLAMATION
<br />TRASH GUARD FOR 36" SPAN PIPE APRON
<br />12" RC PIPE SEWER
<br />15" RC PIPE SEWER
<br />18" RC PIPE SEWER
<br />24" RC PIPE SEWER
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />12" RC PIPE APRON
<br />INSTALL PIPE APRON
<br />10" PVC PIPE APRON
<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 3
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