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Contractor's Application for Payment
<br />0R1.129679
<br />SP 204-090-005
<br />1 From 08/27/24 to 09/27/24
<br />A C D E F F1 F2 G H I J
<br />Item
<br />Quantity Units
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(C X E)
<br />($)
<br />Quantity
<br />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
<br />Date
<br />(E X G)
<br />($)
<br />1 1.00 L S 66,300.00 66,300.00 0.50 33,150.00 33,150.00
<br />2 15.00 E A 339.00 5,085.00 15.00 5,085.00 5,085.00
<br />3 19.00 E A 51.00 969.00 20.00 1,020.00 1,020.00
<br />4 4.00 E A 281.00 1,124.00 2.00 562.00 562.00
<br />5 37.00 L F 30.25 1,119.25 21.00 635.25 635.25
<br />6 227.00 L F 22.25 5,050.75 125.00 2,781.25 2,781.25
<br />7 46.00 S Y 27.75 1,276.50 44.00 1,221.00 1,221.00
<br />8 229.00 S Y 8.00 1,832.00 60.00 480.00 480.00
<br />9 20.00 L F 63.50 1,270.00 - - -
<br />10 2,699.00 CY 24.00 64,776.00 2,453.00 58,872.00 58,872.00
<br />11 2,025.00 C Y 7.97 16,139.25 1,149.00 9,157.53 9,157.53
<br />12 204.00 C Y 71.50 14,586.00 - - -
<br />13 204.00 C Y 2.30 469.20 - - -
<br />14 4,267.00 C Y 7.90 33,709.30 2,968.00 23,447.20 23,447.20
<br />15 42.00 C Y 139.00 5,838.00 - - -
<br />16 206.00 TON 61.00 12,566.00 - - -
<br />17 1,884.00 C Y 40.50 76,302.00 1,047.00 42,403.50 42,403.50
<br />18 1,783.00 TON 97.50 173,842.50 - - -
<br />19 540.00 S F 55.50 29,970.00 - - -
<br />20 4.00 E A 202.00 808.00 2.00 404.00 404.00
<br />21 4.00 E A 2,450.00 9,800.00 - - -
<br />22 4.00 E A 2,660.00 10,640.00 4.00 10,640.00 10,640.00
<br />23 132.00 L F 65.50 8,646.00 8.00 524.00 524.00
<br />24 163.00 L F 78.50 12,795.50 112.00 8,792.00 8,792.00
<br />25 10.00 L F 269.00 2,690.00 4.00 1,076.00 1,076.00
<br />26 24.00 L F 548.00 13,152.00 - - -
<br />27 4.00 E A 808.00 3,232.00 2.00 1,616.00 1,616.00
<br />28 6.00 L F 942.00 5,652.00 - - -
<br />29 3.00 E A 2,390.00 7,170.00 4.00 9,560.00 9,560.00
<br />EXCAVATION - COMMON (EV)
<br />STABILIZING AGGREGATE (CV)
<br />SUBGRADE EXCAVATION (EV)
<br />REMOVE PIPE CULVERTS
<br />REMOVE CONCRETE PAVEMENT
<br />Work Completed
<br />Materials
<br />Currently
<br />Stored (not in
<br />G)
<br />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />Previous Estimate
<br />SALVAGE SIGN
<br />SALVAGE CONCRETE APRON
<br />COMMON EMBANKMENT (CV)
<br />Progress Estimate - Unit Price Work
<br />Owner:City of Elk River
<br />Bolton & Menk, Inc.
<br />Veit & Company, Inc.
<br />Mega Loop Trail Improvements
<br />Owner's Project No.:
<br />Engineer's Project No.:
<br />Contractor's Project No.:
<br />Agency's Project No.:
<br />Application Period:Application No.:
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />09/27/24Application Date:
<br />B
<br />18" RC PIPE SEWER DES 3006 CL V
<br />54" RC PIPE SEWER DES 3006 CL V
<br />CONNECT TO EXISTING STORM SEWER
<br />CONST DRAINAGE STRUCTURE DESIGN H
<br />ADJUST DRAINAGE STRUCTURE
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE CONCRETE PIPE
<br />INSTALL CONCRETE APRON
<br />12" RC PIPE APRON (WITH TRASH GUARD)
<br />15" RC PIPE APRON (WITH TRASH GUARD)
<br />12" RC PIPE SEWER DES 3006 CL V
<br />15" RC PIPE SEWER DES 3006 CL V
<br />AGGREGATE SURFACING CLASS 2 (CV)
<br />AGGREGATE SURFACING SPECIAL (CV)
<br />AGGREGATE BASE CLASS 5 (CV)
<br />TYPE SP 9.5 WEARING COURSE MIX (2,B)
<br />MODULAR BLOCK RETAINING WALL
<br />EXCAVATION SPECIAL (6" TOPSOIL STRIP)(EV)
<br />Original Contract
<br />MOBILIZATION
<br />GRUBBING
<br />Description
<br />REMOVE CURB & GUTTER
<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 2
<br />Page 38 of 294
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