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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 />($)Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<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 />B
<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 />Application Date:Application Period:Application No.:
<br />49 4,320.00 SY 2.99 12,916.80 - - - - 12,916.80
<br />50 1.00 EA 329.43 329.43 - - - - 329.43
<br />51 40.00 LF 7.69 307.60 - - - - 307.60
<br />52 2,210.00 LF 0.60 1,326.00 - - - - 1,326.00
<br />53 4,520.00 LF 0.38 1,717.60 - - - - 1,717.60
<br /> 775,438.75 - 39,045.46 39,045.46 5% 736,393.29
<br />54 75.00 EA 186.19 13,964.25 - - - - 13,964.25
<br />55 39.00 EA 186.19 7,261.41 - - - - 7,261.41
<br />56 1.00 LS 7,261.53 7,261.53 - - - - 7,261.53
<br />57 2.00 EA 163.06 326.12 - - - - 326.12
<br />58 4.00 EA 353.51 1,414.04 - 5.00 1,767.55 1,767.55 125% (353.51)
<br />59 150.00 LF 8.39 1,258.50 - 170.00 1,426.30 1,426.30 113% (167.80)
<br />60 140.00 SY 10.39 1,454.60 - 50.00 519.50 519.50 36% 935.10
<br />61 3.00 EA 362.24 1,086.72 - 4.00 1,448.96 1,448.96 133% (362.24)
<br />62 1.00 EA 696.53 696.53 - - - - 696.53
<br />63 70.00 CY 18.70 1,309.00 - 70.00 1,309.00 1,309.00 100% -
<br />64 1,500.00 CY 32.70 49,050.00 - 113.50 3,711.45 3,711.45 8% 45,338.55
<br />65 70.00 CY 48.61 3,402.70 - 173.77 8,446.91 8,446.91 248% (5,044.21)
<br />66 100.00 TN 112.60 11,260.00 - - - - 11,260.00
<br />67 105.00 LF 61.81 6,490.05 - - - - 6,490.05
<br />68 4.00 EA 1,475.49 5,901.96 - 4.00 5,901.96 5,901.96 100% -
<br />69 88.00 LF 26.20 2,305.60 - - - - 2,305.60
<br />70 2.00 EA 339.83 679.66 - - - - 679.66
<br />71 145.00 LF 119.14 17,275.30 - 145.00 17,275.30 17,275.30 100% -
<br />72 290.00 LF 13.65 3,958.50 - 110.00 1,501.50 1,501.50 38% 2,457.00
<br />73 1.00 EA 2,246.73 2,246.73 - - - - 2,246.73
<br />74 3.00 EA 350.23 1,050.69 - - - - 1,050.69
<br />75 5.00 EA 986.40 4,932.00 - - - - 4,932.00
<br />76 3.00 EA 4,913.36 14,740.08 - 2.00 9,826.72 9,826.72 67% 4,913.36
<br />77 1.00 EA 4,628.03 4,628.03 - - - - 4,628.03
<br />78 2.00 EA 4,430.13 8,860.26 - 2.00 8,860.26 8,860.26 100% -
<br />79 1.00 EA 1,417.35 1,417.35 - - - - 1,417.35
<br />80 3.00 EA 504.88 1,514.64 - - - - 1,514.64
<br />81 1.00 EA 1,683.11 1,683.11 - - - - 1,683.11
<br />82 80.00 CY 133.40 10,672.00 - 11.00 1,467.40 1,467.40 14% 9,204.60
<br />83 13.00 EA 154.65 2,010.45 - 4.00 618.60 618.60 31% 1,391.85
<br />84 1,050.00 LF 10.86 11,403.00 - 20.00 217.20 217.20 2% 11,185.80
<br />85 2,180.00 SY 3.79 8,262.20 - 40.00 151.60 151.60 2% 8,110.60
<br />86 590.00 SY 2.55 1,504.50 - - - - 1,504.50
<br /> 211,281.51 - 64,450.21 64,450.21 31% 146,831.30
<br />87 2.00 EA 1,122.17 2,244.34 - - - - 2,244.34
<br />88 1.00 EA 2,558.77 2,558.77 - - - - 2,558.77
<br />89 2.00 EA 2,736.81 5,473.62 - - - - 5,473.62
<br /> 10,276.73 - - - 10,276.73 PART 3 - WATERMAIN TOTAL:
<br />BLANKET CATEGORY 20, SEED MIX 25-131, AND FERTILIZER
<br />ROLLED EROSION PREVENTION CATEGORY 50
<br />REMOVE AND REPLACE GATE VALVE TOP
<br />BOLT REPLACEMENT - HYDRANT
<br />BOLT AND VALVE BOX REPLACEMENT - VALVE
<br />REPAIR DRAINAGE STRUCTURE
<br />RECONSTRUCT MANHOLE BENCH & INVERT
<br />RANDOM RIP RAP CLASS III
<br />CULVERT END PROTECTION
<br />DITCH GRADING
<br />PART 2 - STORM SEWER TOTAL:
<br />PART 3 - WATERMAIN
<br />CASTING ASSEMBLY (STORM)
<br />CONSTRUCT DRAINAGE STRUCTURE DES 48-4020
<br />CONSTRUCT DRAINAGE STRUCTURE DES 2'x3'
<br />CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL
<br />NEW CONE FOR EXISTING 48-4020 STRUCTURE
<br />4" PVC PIPE DRAIN CLEANOUT
<br />15" RC PIPE SEWER DES 3006 CLASS V
<br />CLEAN (JET/VAC) CULVERT LINE
<br />CONNECT TO EXISTING STORM SEWER
<br />ADJUST FRAME & RING CASTING (STORM)
<br />AGGREGATE BASE CLASS 5 (STORM)
<br />TYPE SP 12.5 NON WEARING COURSE MIX (3,C) (STORM)
<br />12" RC PIPE SEWER DES 3006 CLASS V
<br />15" RC PIPE APRON
<br />4" PERF PVC PIPE DRAIN
<br />REMOVE BITUMINOUS PAVEMENT (STORM)
<br />REMOVE FLARED END SECTION
<br />REMOVE CONE SECTION
<br />COMMON EXCAVATION (ROAD MATERIAL)
<br />COMMON EXCAVATION (EXCESS DITCH MATERIAL)
<br />GRUBBING
<br />BRUSH CLEARING
<br />REMOVE CASTING (STORM)
<br />REMOVE DRAINAGE STRUCTURE
<br />REMOVE STORM SEWER
<br />PAVEMENT MESSAGE - LATEX
<br />24" SOLID LINE - LATEX
<br />4" DOUBLE SOLID LINE - LATEX
<br />4" SOLID LINE - LATEX
<br />CLEARING
<br />PART 1 - STREETS TOTAL:
<br />PART 2 - STORM SEWER
<br />HYDROMULCH, SEED MIX 25-131 AND FERTILIZER
<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.2 of 4
<br />DocuSign Envelope ID: D4F0E498-3363-4DA9-9CFD-AF26210A7479
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