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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 />6 From 06/01/24 to 07/31/24
<br />A C D E F F1 F2 G H I J K
<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 LUMP SUM 42,034.75 42,034.75 0.75 31,526.06 1.00 42,034.75 42,034.75 100%
<br />2 1.00 LUMP SUM 12,600.00 12,600.00 1.00 12,600.00 1.00 12,600.00 12,600.00 100%
<br />3 60.00 LF 42.00 2,520.00 60.00 2,520.00 60.00 2,520.00 2,520.00 100%
<br />4 310.00 CU YD 70.00 21,700.00 - - 266.30 18,641.00 18,641.00 86%
<br />5 2.00 EACH 10,000.00 20,000.00 - - 2.00 20,000.00 20,000.00 100%
<br />6 120.00 LF 57.25 6,870.00 - - - - -
<br />7 2.00 EACH 10,000.00 20,000.00 - - 2.00 20,000.00 20,000.00 100%
<br />8 1.00 LUMP SUM 1,995.00 1,995.00 - - 1.00 1,995.00 1,995.00 100%
<br />9 440.00 CU YD 44.40 19,536.00 - - 247.80 11,002.32 11,002.32 56%
<br />10 10.00 HOURS 1,562.50 15,625.00 8.15 12,734.38 8.15 12,734.38 12,734.38 82%
<br />11 1.00 LUMP SUM 36,750.00 36,750.00 1.00 36,750.00 1.00 36,750.00 36,750.00 100%
<br />12 1,580.00 SQ YD 78.79 124,488.20 165.41 13,032.65 165.41 13,032.65 13,032.65 10%
<br />13 110.00 SQ YD 64.37 7,080.70 - - - - -
<br />14 60.00 CU YD 50.85 3,051.00 - - - - -
<br />15 2.00 EACH 750.00 1,500.00 - - - - -
<br />16 760.00 SQ FT 19.08 14,500.80 681.00 12,993.48 681.00 12,993.48 12,993.48 90%
<br />17 260.00 SQ FT 55.83 14,515.80 126.00 7,034.58 126.00 7,034.58 7,034.58 48%
<br />18 84.00 LF 174.93 14,694.12 - - - - -
<br />19 2.00 EACH 1,260.00 2,520.00 - - - - -
<br />20 1.00 EACH 2,625.78 2,625.78 1.00 2,625.78 1.00 2,625.78 2,625.78 100%
<br />21 1.00 EACH 4,200.00 4,200.00 1.00 4,200.00 1.00 4,200.00 4,200.00 100%
<br />22 175.00 LF 51.37 8,989.75 160.00 8,219.20 160.00 8,219.20 8,219.20 91%
<br />23 23,650.00 LF 24.41 577,296.50 23,606.00 576,222.46 23,606.00 576,222.46 576,222.46 100%
<br />24 1.00 LUMP SUM 419,929.70 419,929.70 1.00 419,929.70 1.00 419,929.70 419,929.70 100%
<br />25 1.00 LUMP SUM 42,000.00 42,000.00 1.00 42,000.00 1.00 42,000.00 42,000.00 100%
<br />26 8.00 EACH 22,712.50 181,700.00 8.00 181,700.00 8.00 181,700.00 181,700.00 100%
<br />27 1.00 EACH 21,637.50 21,637.50 1.00 21,637.50 1.00 21,637.50 21,637.50 100%
<br />28 1.00 EACH 2,515.63 2,515.63 - - 1.00 2,515.63 2,515.63 100%
<br />29 4.00 EACH 350.04 1,400.16 4.00 1,400.16 4.00 1,400.16 1,400.16 100%
<br />30 420.00 POUND 0.89 373.80 350.00 311.50 400.00 356.00 356.00 95%
<br />31 1.20 ACRE 1,312.50 1,575.00 1.98 2,598.75 2.48 3,255.00 3,255.00 207%
<br />32 360.00 POUND 3.36 1,209.60 500.00 1,680.00 650.00 2,184.00 2,184.00 181%
<br />33 5,808.00 SY 1.52 8,828.16 5,887.50 8,949.00 5,887.50 8,949.00 8,949.00 101%
<br />34 968.00 CU YD 46.92 45,418.56 621.00 29,137.32 861.00 40,398.12 40,398.12 89%
<br />35 2,100.00 LF 3.57 7,497.00 2,380.00 8,496.60 2,380.00 8,496.60 8,496.60 113%
<br />36 900.00 LF 3.05 2,745.00 38.00 115.90 38.00 115.90 115.90 4%
<br /> - - - - - -
<br />1,711,923.51$ 1,438,415.02$ 1,535,543.21$ -$ 1,535,543.21$ 90%Original Contract Totals
<br />B
<br />Original Contract
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in 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 CONTROL PANEL
<br />COMMON BORROW
<br />CONNECT TO EXISTING FORCE MAIN
<br />CONNECT TO EXISTING SANITARY SEWER MANHOLE (CORE &
<br />REMOVE FENCE
<br />REMOVE SAND FILTER MEDIA
<br />EXPLORATORY EXCAVATION
<br />DEWATERING
<br />BITUMINOUS PATCH (TRAIL)
<br />AGGREGATE SURFACING CLASS 2
<br />BITUMINOUS PATCH (STREET)
<br />REMOVE UNDERGROUND TANK
<br />REMOVE AND REPLACE CURB & GUTTER
<br />REMOVE VALVE VAULT
<br />1.5" SANITARY FORCEMAIN HDPE DR 11 (TRENCHLESS)
<br />4" SANITARY FORCEMAIN (TRENCHLESS)
<br />CONSTRUCT LIFT STATION AND VALVE VAULT
<br />ADJUST FRAME & RING CASTING
<br />7" CONCRETE PAVEMENT
<br />8' CHAIN LINK FENCE AND GATES
<br />BOLLARD
<br />12" CONCRETE PAVEMENT
<br />Contract:
<br />Application Date:Application Period:Application No.:07/31/24
<br />
<br />City of Elk River
<br />Bolton & Menk, Inc.
<br />Northdale Construction Company
<br />Rolling Hills Sewer Extension
<br />Owner:
<br />0R1.129209Engineer:
<br />Contractor:
<br />Project:
<br />ELECTRICAL GENERATOR
<br />AIR RELIEF MANHOLE
<br />CLEANOUT MANHOLE
<br />MANHOLE ODOR CONTROL FILTER
<br />STORM DRAIN INLET PROTECTION
<br />4" SOLID LINE MULTI COMP
<br />FERTILIZER TYPE 3
<br />SEEDING
<br />SEEDING MIXTURE 25-151
<br />EROSION CONTROL BLANKETS CATEGORY 3N
<br />LOAM TOPSOIL BORROW (LV)
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<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 1
<br />Page 43 of 327
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