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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 05/01/24 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 LS 54,000.00 54,000.00 - 0.50 27,000.00 27,000.00 50% 27,000.00
<br />2 3.00 EA 711.80 2,135.40 - - - - 2,135.40
<br />3 10.00 HR 1,052.78 10,527.80 - - - - 10,527.80
<br />4 2.00 EA 182.51 365.02 - - - - 365.02
<br />5 4.00 EA 384.34 1,537.36 - - - - 1,537.36
<br />6 990.00 LF 13.64 13,503.60 - 60.00 818.40 818.40 6% 12,685.20
<br />7 10.00 LF 20.95 209.50 - - - - 209.50
<br />8 685.00 LF 1.76 1,205.60 - 160.00 281.60 281.60 23% 924.00
<br />9 1,260.00 SY 12.00 15,120.00 - - - - 15,120.00
<br />10 3,250.00 SY 6.38 20,735.00 - - - - 20,735.00
<br />11 550.00 SY 5.85 3,217.50 - - - - 3,217.50
<br />12 270.00 SY 10.38 2,802.60 - - - - 2,802.60
<br />13 814.00 SY 7.19 5,852.66 - - - - 5,852.66
<br />14 1.00 ALLOW 1,000.00 1,000.00 - - - - 1,000.00
<br />15 3,250.00 SY 1.91 6,207.50 - - - - 6,207.50
<br />16 160.00 LF 131.77 21,083.20 - - - - 21,083.20
<br />17 580.00 CY 20.62 11,959.60 - 34.14 703.98 703.98 6% 11,255.62
<br />18 10.00 CY 18.60 186.00 - - - - 186.00
<br />19 980.00 CY 18.73 18,355.40 - - - - 18,355.40
<br />20 25.00 HR 89.08 2,227.00 - - - - 2,227.00
<br />21 50.00 HR 157.64 7,882.00 - - - - 7,882.00
<br />22 50.00 MGAL 56.36 2,818.00 - - - - 2,818.00
<br />23 470.00 CY 38.74 18,207.80 - - - - 18,207.80
<br />24 400.00 SY 22.85 9,140.00 - - - - 9,140.00
<br />25 70.00 TN 227.22 15,905.40 - - - - 15,905.40
<br />26 8,840.00 SY 1.47 12,994.80 - - - - 12,994.80
<br />27 6,456.00 LF 0.35 2,259.60 - - - - 2,259.60
<br />28 8,840.00 SY 2.64 23,337.60 - - - - 23,337.60
<br />29 730.00 GAL 3.26 2,379.80 - - - - 2,379.80
<br />30 140.40 TN 93.00 13,057.20 - - - - 13,057.20
<br />31 230.00 TN 104.75 24,092.50 - - - - 24,092.50
<br />32 1,650.00 TN 102.00 168,300.00 - - - - 168,300.00
<br />33 200.00 TN 90.00 18,000.00 - - - - 18,000.00
<br />34 680.40 TN 114.00 77,565.60 - - - - 77,565.60
<br />35 990.00 LF 38.43 38,045.70 - - - - 38,045.70
<br />36 790.00 LF 26.24 20,729.60 - - - - 20,729.60
<br />37 180.00 SY 148.24 26,683.20 - - - - 26,683.20
<br />38 210.00 SY 105.55 22,165.50 - - - - 22,165.50
<br />39 1.00 LS 19,000.00 19,000.00 - 0.50 9,500.00 9,500.00 50% 9,500.00
<br />40 1.00 ALLOW 3,500.00 3,500.00 - - - - 3,500.00
<br />41 10.00 HR 350.00 3,500.00 - - - - 3,500.00
<br />42 1.00 LS 2,965.91 2,965.91 - 0.25 741.48 741.48 25% 2,224.43
<br />43 21.00 EA 154.63 3,247.23 - - - - 3,247.23
<br />44 200.00 LF 5.34 1,068.00 - - - - 1,068.00
<br />45 100.00 LF 5.68 568.00 - - - - 568.00
<br />46 540.00 SY 17.57 9,487.80 - - - - 9,487.80
<br />47 400.00 CY 47.16 18,864.00 - - - - 18,864.00
<br />48 6.00 MGAL 140.89 845.34 - - - - 845.34
<br />SILT FENCE TYPE MS
<br />SODDING TYPE LAWN
<br />COMMON TOPSOIL BORROW
<br />WATER (TURF ESTABLISHMENT)
<br />RAILROAD FLAGGING
<br />PRUNE TREES
<br />EROSION CONTROL SUPERVISOR
<br />STORM DRAIN INLET PROTECTION
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<br />CONCRETE CURB AND GUTTER (SPOT REPAIR)
<br />CONCRETE CURB AND GUTTER (MACHINE FORM)
<br />CONCRETE VALLEY GUTTER
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />TRAFFIC CONTROL
<br />TYPE SP 12.5 NON WEARING COURSE MIX (3,C)
<br />TYPE SP 12.5 NON WEARING COURSE MIX (3,C) -
<br />TYPE SP 9.5 WEARING COURSE MIX (3,C)
<br />TYPE SP 9.5 WEARING COURSE MIX (3,C) - DRIVEWAYS
<br />TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL
<br />BITUMINOUS PATCHING MIX
<br />MILL BITUMINIOUS SURFACE (3")
<br />JOINT ADHESIVE (MASTIC)
<br />BITUMINOUS UNDERSEAL
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />SAWCUT BITUMINOUS PAVEMENT
<br />REMOVE BITUMINOUS PAVEMENT
<br />COMMON LABORERS
<br />STREET SWEEPER W/ PICKUP BROOM
<br />WATER
<br />AGGREGATE BASE CLASS 5
<br />BITUMINOUS PATCH SPECIAL
<br />FINISH GRADING - TRAIL
<br />MILL BITUMINIOUS JOINT
<br />SELECT GRANULAR BORROW
<br />SUBGRADE EXCAVATION
<br />COMMON EXCAVATION
<br />LANDSCAPING ALLOWANCE
<br />MOBILIZATION
<br />CLEARING
<br />Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Progress Estimate - Unit Price Work
<br />City of Little Canada
<br />Bolton & Menk, Inc.
<br />Miller Excavating, Inc.
<br />2024 Street Improvements
<br />Owner:
<br />200-101-012
<br />0N1.125375
<br />24-PW42
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />Previous Estimate
<br />06/03/24
<br />PART 1 - STREETS
<br />B
<br />BASE BID
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)
<br />Work
<br />Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />CLEAR AND GRUB BRUSH
<br />SALVAGE & REINSTALL MAIL BOX & SUPPORT
<br />REMOVE BITUMINOUS PAVEMENT - TRAIL
<br />REMOVE BITUMINOUS PAVEMENT - CORRECTIVE REPAIR
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT
<br />SALVAGE & REINSTALL SIGN WITH NEW POST
<br />REMOVE CURB & GUTTER (SPOT REPAIR)
<br />SALVAGE FENCE
<br />Application Date:Application Period:Application No.:
<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 4
<br />DocuSign Envelope ID: D4F0E498-3363-4DA9-9CFD-AF26210A7479
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