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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 />PART 4 - SANITARY SEWER
<br />90 REMOVE CASTING (SANITARY)3.00 EA 163.27 489.81 --3.00 489.81 489.81 100%-
<br />91 CASTING ASSEMBLY (SANITARY)3.00 EA 719.56 2,158.68 -----2,158.68
<br />92 ADJUST FRAME & RING CASTING W/ INFI SHIELD (SANITARY)4.00 EA 540.62 2,162.48 -----2,162.48
<br />PART 4 - SANITARY SEWER TOTAL:4,810.97 -489.81 489.81 4,321.16
<br />TOTAL BASE BID:$1,001,807.96 $347,091.70 $806,467.17 $806,467.17 81%$195,340.79
<br />ALTERNATE
<br />PART 5 - MNNR DITCH GRADING
<br />93 MOBILIZATION 1.00 LS 2,883.75 2,883.75 ----2,883.75
<br />94 CLEARING AND GRUBBING 1.00 LS 4,400.32 4,400.32 ----4,400.32
<br />95 COMMON EXCAVATION (EXCESS DITCH MATERIAL)680.00 CY 36.89 25,085.20 ----25,085.20
<br />96 CLEAN (JET/VAC) CULVERT LINE 80.00 LF 56.26 4,500.80 ----4,500.80
<br />97 TRAFFIC CONTROL 1.00 LS 439.24 439.24 ----439.24
<br />98 CULVERT END PROTECTION 4.00 EA 154.59 618.36 ----618.36
<br />99 DITCH GRADING 880.00 LF 10.86 9,556.80 ----9,556.80
<br />100 BLANKET CATEGORY 20, SEED MIX 34-181, AND FERTILIZER 2,350.00 SY 6.89 16,191.50 ----16,191.50
<br />101 COMMON TOPSOIL BORROW 340.00 CY 47.15 16,031.00 ----16,031.00
<br />102 WATER (TURF ESTABLISHMENT)3.00 MGAL 140.89 422.67 ----422.67
<br />PART 5 - MNNR DITCH GRADING TOTAL:80,129.64 ---80,129.64
<br />TOTAL BASE BID + ALTERNATE:1,081,937.60 347,091.70 806,467.17 -806,467.17 275,470.43
<br />CHANGE ORDERS
<br />CHANGE ORDER NO. 1
<br />103 MOBILIZATION 1.00 LS 9,967.00 9,967.00 0.70 6,976.90 1.00 9,967.00 9,967.00 100%-
<br />104 SAWCUT BITUMINOUS PAVEMENT 32.00 LF 1.76 56.32 --32.00 56.32 56.32 100%-
<br />105 REMOVE BITUMINOUS PAVEMENT - TRAIL 2,620.00 SY 6.38 16,715.60 2,620.00 16,715.60 2,620.00 16,715.60 16,715.60 100%-
<br />106 FINISH GRADING - TRAIL 2,620.00 SY 3.75 9,825.00 2,620.00 9,825.00 2,620.00 9,825.00 9,825.00 100%-
<br />107 AGGREGATE BASE CLASS 5 20.00 CY 38.74 774.80 66.64 2,581.49 66.64 2,581.49 2,581.49 333%(1,806.69)
<br />108 TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL 530.00 TON 114.00 60,420.00 362.52 41,327.28 612.37 69,810.18 69,810.18 116%(9,390.18)
<br />109 TRAFFIC CONTROL 1.00 LS 2,748.00 2,748.00 0.70 1,923.60 1.00 2,748.00 2,748.00 100%-
<br />110 EROSION CONTROL SUPERVISOR 1.00 LS 1,000.00 1,000.00 0.70 700.00 1.00 1,000.00 1,000.00 100%-
<br />111 SILT FENCE TYPE MS 1,550.00 LF 5.68 8,804.00 1,600.00 9,088.00 1,600.00 9,088.00 9,088.00 103%(284.00)
<br />112 STORM DRAIN INLET PROTECTION 3.00 EA 154.63 463.89 3.00 463.89 3.00 463.89 463.89 100%-
<br />113 CULVERT END PROTECTION 6.00 EA 154.63 927.78 -----927.78
<br />114 HYDROMULCH, SEED MIX 25-131 AND FERTILIZER 1,920.00 SY 2.99 5,740.80 --1,910.00 5,710.90 5,710.90 99%29.90
<br />115 COMMON TOPSOIL BORROW 60.00 CY 47.16 2,829.60 --20.00 943.20 943.20 33%1,886.40
<br />CHANGE ORDER NO. 1 TOTAL:120,272.79 89,601.76 128,909.58 128,909.58 (8,636.79)
<br />CHANGE ORDER NO. 2
<br />116 6" CONCRETE WALK - PEDESTRIAN RAMP 170.00 SF 16.00 2,720.00 -----2,720.00
<br />117 TRUNCATED DOMES 66.00 SF 75.00 4,950.00 -----4,950.00
<br />CHANGE ORDER NO. 2 TOTAL:7,670.00 ---7,670.00
<br />CHANGE ORDER NO. 3
<br />118 6' DIA MANHOLE WITH TOPSLAB 1.00 EA 12,200.00 12,200.00 --1.00 12,200.00 12,200.00 100%-
<br />119 18" RC PIPE 12.00 LF 150.00 1,800.00 --12.00 1,800.00 1,800.00 100%-
<br />CHANGE ORDER NO. 3 TOTAL:14,000.00 -14,000.00 14,000.00 -
<br />Progress Estimate - Unit Price Work Contractor's Application for Payment
<br />Owner:City of Little Canada Owner's Project No.:24-PW42
<br />Engineer:Bolton & Menk, Inc.Engineer's Project No.:0N1.125375
<br />Contractor:Miller Excavating, Inc.Agency's Project No.:200-101-012
<br />Project:2024 Street Improvements
<br />Contract:
<br />Application No.:3 Application Period: From 07/01/24 to 07/31/24 Application Date:08/07/24
<br />A B C D E F F1 F2 G H I J K L
<br />Bid Item
<br />No.Description
<br />Contract Information Previous Estimate Work Completed
<br />Materials Currently Stored
<br />(not in G)
<br />($)
<br />Work
<br />Completed and
<br />Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish (F
<br />- J)
<br />($)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 />Docusign Envelope ID: 25F6242A-B841-4DB8-A5B6-214BB7916E4D
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