|
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 />90 3.00 EA 163.27 489.81 - - - - 489.81
<br />91 3.00 EA 719.56 2,158.68 - - - - 2,158.68
<br />92 4.00 EA 540.62 2,162.48 - - - - 2,162.48
<br /> 4,810.97 - - - 4,810.97
<br />1,001,807.96$ -$ 103,495.67$ 103,495.67$ 10% 898,312.29$
<br />93 1.00 LS 2,883.75 2,883.75 - - - - 2,883.75
<br />94 1.00 LS 4,400.32 4,400.32 - - - - 4,400.32
<br />95 680.00 CY 36.89 25,085.20 - - - - 25,085.20
<br />96 80.00 LF 56.26 4,500.80 - - - - 4,500.80
<br />97 1.00 LS 439.24 439.24 - - - - 439.24
<br />98 4.00 EA 154.59 618.36 - - - - 618.36
<br />99 880.00 LF 10.86 9,556.80 - - - - 9,556.80
<br />100 2,350.00 SY 6.89 16,191.50 - - - - 16,191.50
<br />101 340.00 CY 47.15 16,031.00 - - - - 16,031.00
<br />102 3.00 MGAL 140.89 422.67 - - - - 422.67
<br /> 80,129.64 - - - 80,129.64
<br /> 1,081,937.60 - 103,495.67 - 103,495.67 978,441.93
<br />103 1.00 LS 9,967.00 9,967.00 - 0.50 4,983.50 4,983.50 50% 4,983.50
<br />104 32.00 LF 1.76 56.32 - - - - 56.32
<br />105 2,620.00 SY 6.38 16,715.60 - - - - 16,715.60
<br />106 2,620.00 SY 3.75 9,825.00 - - - - 9,825.00
<br />107 20.00 CY 38.74 774.80 - - - - 774.80
<br />108 530.00 TON 114.00 60,420.00 - - - - 60,420.00
<br />109 1.00 LS 2,748.00 2,748.00 - 0.50 1,374.00 1,374.00 50% 1,374.00
<br />110 1.00 LS 1,000.00 1,000.00 - - - - 1,000.00
<br />111 1,550.00 LF 5.68 8,804.00 - 1,600.00 9,088.00 9,088.00 103% (284.00)
<br />112 3.00 EA 154.63 463.89 - - - - 463.89
<br />113 6.00 EA 154.63 927.78 - - - - 927.78
<br />114 1,920.00 SY 2.99 5,740.80 - - - - 5,740.80
<br />115 60.00 CY 47.16 2,829.60 - - - - 2,829.60
<br /> 120,272.79 - 15,445.50 15,445.50 104,827.29
<br />116 170.00 SF 16.00 2,720.00 - - - - 2,720.00
<br />117 66.00 SF 75.00 4,950.00 - - - - 4,950.00
<br /> 7,670.00 - - - 7,670.00
<br />118 1.00 EA 12,200.00 12,200.00 - - - - 12,200.00
<br />119 12.00 LF 150.00 1,800.00 - - - - 1,800.00
<br /> 14,000.00 - - - 14,000.00
<br />PART 4 - SANITARY SEWER
<br />PART 4 - SANITARY SEWER TOTAL:
<br />TOTAL BASE BID:
<br />CHANGE ORDERS
<br />PART 5 - MNNR DITCH GRADING
<br />PART 5 - MNNR DITCH GRADING TOTAL:
<br />TOTAL BASE BID + ALTERNATE:
<br />BLANKET CATEGORY 20, SEED MIX 34-181, AND FERTILIZER
<br />COMMON TOPSOIL BORROW
<br />WATER (TURF ESTABLISHMENT)
<br />CHANGE ORDER NO. 2 TOTAL:
<br />CHANGE ORDER NO. 3
<br />CHANGE ORDER NO. 1 TOTAL:
<br />CHANGE ORDER NO. 2
<br />COMMON TOPSOIL BORROW
<br />6" CONCRETE WALK - PEDESTRIAN RAMP
<br />TRUNCATED DOMES
<br />6' DIA MANHOLE WITH TOPSLAB
<br />18" RC PIPE
<br />EROSION CONTROL SUPERVISOR
<br />SILT FENCE TYPE MS
<br />STORM DRAIN INLET PROTECTION
<br />CULVERT END PROTECTION
<br />HYDROMULCH, SEED MIX 25-131 AND FERTILIZER
<br />REMOVE BITUMINOUS PAVEMENT - TRAIL
<br />FINISH GRADING - TRAIL
<br />AGGREGATE BASE CLASS 5
<br />TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL
<br />TRAFFIC CONTROL
<br />MOBILIZATION
<br />SAWCUT BITUMINOUS PAVEMENT
<br />CHANGE ORDER NO. 1
<br />COMMON EXCAVATION (EXCESS DITCH MATERIAL)
<br />CLEAN (JET/VAC) CULVERT LINE
<br />TRAFFIC CONTROL
<br />CULVERT END PROTECTION
<br />DITCH GRADING
<br />REMOVE CASTING (SANITARY)
<br />CASTING ASSEMBLY (SANITARY)
<br />ADJUST FRAME & RING CASTING W/ INFI SHIELD (SANITARY)
<br />MOBILIZATION
<br />CLEARING AND GRUBBING
<br />ALTERNATE
<br />CHANGE ORDER NO. 3 TOTAL:
<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.3 of 4
<br />DocuSign Envelope ID: D4F0E498-3363-4DA9-9CFD-AF26210A7479
|