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Contractor's Application for Payment
<br />Owner's Project No.:
<br />Engineer's Project No.:
<br />Contractor's Project No.:
<br />Agency's Project No.:
<br />11 From 12/05/24 to 12/16/24 Application Date:
<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 />($)
<br />Application Period:Application No.:
<br />Engineer:
<br />Contractor:
<br />Project:
<br />12/16/24
<br />0R1.128082
<br />
<br />City of Elk River
<br />Bolton & Menk, Inc.
<br />North Valley Inc.
<br />2023 Street Improvements Project
<br />Owner:
<br />Contract:
<br />B
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)Description
<br />Work Completed
<br />Materials Currently Stored
<br />(not in G)
<br />($)
<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 />CO-1 1.00 LUMP SUM 8,483.45 8,483.45 1.00 8,483.45 1.00 8,483.45 8,483.45 100%
<br />CO-2.1 271.00 LIN FT 23.00 6,233.00 271.00 6,233.00 271.00 6,233.00 6,233.00 100%
<br />CO-2.2 271.00 LIN FT 96.00 26,016.00 271.00 26,016.00 271.00 26,016.00 26,016.00 100%
<br />CO-2.3 2.00 EACH 4,025.00 8,050.00 2.00 8,050.00 2.00 8,050.00 8,050.00 100%
<br />CO-2.4 400.00 SQ YD 31.33 12,532.00 400.00 12,532.00 400.00 12,532.00 12,532.00 100%
<br />CO-2.5 20.00 LIN FT 35.13 702.60 - - -
<br />CO-2.6 1.00 LUMP SUM 9,125.00 9,125.00 1.00 9,125.00 1.00 9,125.00 9,125.00 100%
<br />CO-2.7 1.00 LUMP SUM 450.00 450.00 1.00 450.00 1.00 450.00 450.00 100%
<br />CO-2.8 1.00 EACH 397.35 397.35 1.00 397.35 1.00 397.35 397.35 100%
<br />CO-2.9 4.00 EACH 675.00 2,700.00 4.00 2,700.00 4.00 2,700.00 2,700.00 100%
<br />CO-2.10 2.00 EACH 512.00 1,024.00 2.00 1,024.00 2.00 1,024.00 1,024.00 100%
<br />CO-3.1 1.00 LUMP SUM 25,050.99 25,050.99 1.00 25,050.99 1.00 25,050.99 25,050.99 100%
<br />CO-3.2 239.00 LIN FT 20.58 4,918.62 442.00 9,096.36 442.00 9,096.36 9,096.36 185%
<br />CO-3.3 3,614.00 SQ YD 4.03 14,564.42 3,669.00 14,786.07 3,669.00 14,786.07 14,786.07 102%
<br />CO-3.4 435.00 SQ FT 4.11 1,787.85 739.00 3,037.29 739.00 3,037.29 3,037.29 170%
<br />CO-3.5 15.00 LF 43.81 657.15 15.00 657.15 15.00 657.15 657.15 100%
<br />CO-3.6 799.00 CU YD 34.18 27,309.82 799.00 27,309.82 799.00 27,309.82 27,309.82 100%
<br />CO-3.7 776.00 CU YD 58.31 45,248.56 1,019.27 59,433.63 1,019.27 59,433.63 59,433.63 131%
<br />CO-3.8 3,981.00 SQ YD 17.06 67,915.86 6,596.25 112,532.03 6,596.25 112,532.03 112,532.03 166%
<br />CO-3.9 2,082.00 SQ YD 6.29 13,095.78 2,044.00 12,856.76 2,044.00 12,856.76 12,856.76 98%
<br />CO-3.10 175.00 TON 133.35 23,336.25 544.78 72,646.41 544.78 72,646.41 72,646.41 311%
<br />CO-3.11 55.00 LF 40.53 2,229.15 55.00 2,229.15 55.00 2,229.15 2,229.15 100%
<br />CO-3.12 2.00 EACH 1,204.84 2,409.68 1.00 1,204.84 1.00 1,204.84 1,204.84 50%
<br />CO-3.13 1.00 EACH 711.95 711.95 - - - - -
<br />CO-3.14 135.00 SQ FT 16.43 2,218.05 474.00 7,787.82 474.00 7,787.82 7,787.82 351%
<br />CO-3.15 300.00 SQ FT 27.38 8,214.00 486.00 13,306.68 486.00 13,306.68 13,306.68 162%
<br />CO-3.16 239.00 LIN FT 38.34 9,163.26 434.00 16,639.56 434.00 16,639.56 16,639.56 182%
<br />CO-3.17 40.00 SQ FT 54.77 2,190.80 79.00 4,326.83 79.00 4,326.83 4,326.83 198%
<br />CO-3.18 1.00 LUMP SUM 2,628.73 2,628.73 1.00 2,628.73 1.00 2,628.73 2,628.73 100%
<br />CO-3.19 205.00 CU YD 58.05 11,900.25 358.50 20,810.93 358.50 20,810.93 20,810.93 175%
<br />CO-3.20 175.00 POUND 1.30 227.50 383.00 497.90 383.00 497.90 497.90 219%
<br />CO-3.21 0.50 ACRE 328.60 164.30 0.81 266.17 0.81 266.17 266.17 162%
<br />CO-3.22 150.00 POUND 9.85 1,477.50 325.00 3,201.25 325.00 3,201.25 3,201.25 217%
<br />CO-3.23 1,750.00 POUND 1.85 3,237.50 3,550.00 6,567.50 3,550.00 6,567.50 6,567.50 203%
<br />CO-3.24 655.00 LIN FT 3.94 2,580.70 403.00 1,587.82 403.00 1,587.82 1,587.82 62%
<br />CO-3.25 9.00 SF 26.29 236.61 8.93 234.77 8.93 234.77 234.77 99%
<br />CO-3.26 1.00 EACH 7,393.20 7,393.20 1.00 7,393.20 1.00 7,393.20 7,393.20 100%
<br />CO-3.27 480.00 SY 24.77 11,889.60 - - -
<br />CO-3.28 480.00 SY 37.88 18,182.40 480.00 18,182.40 480.00 18,182.40 18,182.40 100%
<br />386,653.88$ 519,282.86$ 519,282.86$ -$ 519,282.86$ 134%
<br />5,820,012.59$ 5,784,866.17$ 5,784,866.17$ -$ 5,784,866.17$ 99%
<br />18" RCP STORM PIPE
<br />CONNECT TO EX MH
<br />WATSON CIRCLE PATCH
<br />REMOVE 12" STORM PIPE
<br />SALVAGE & REINSTALL LANDSCAPING WALL
<br />COMMON EXCAVATION (CV) (P)
<br />BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL)
<br />SANITARY SEWER SERVICE REPAIR
<br />ALT 1 - SITE 3 OVERLAY TRAIL 2.5"
<br />CLEAR & GRUB TREE
<br />R-3501-TB CASTING ASSEMBLY
<br />MOBILIZATION
<br />REMOVE CONCRETE CURB & GUTTER
<br />REMOVE BITUMINOUS PAVEMENT
<br />BITUMINOUS STREET PATCH
<br />REMOVE & REPLACE CURB & GUTTER
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />GRATED CASTING LID
<br />Change Orders
<br /> Project Totals
<br />Original Contract and Change Orders
<br />Change Order Totals
<br />SEEDING
<br />REMOVE CONCRETE PAVEMENT
<br />AGGREGATE BASE CLASS 5
<br />HYDRAULIC BONDED FIBER MATRIX
<br />SEED MIXTURE 25-151
<br />COMMON TOPSOIL BORROW (LV)
<br />TRAFFIC CONTROL
<br />TRUNCATED DOMES
<br />FERTILIZER TYPE 3
<br />MILL BITUMINOUS SURFACE (1.5")
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />6" PVC PIPE DRAIN
<br />ADJUST CASTING (MANHOLE)
<br />ADJUST CASTING (CATCH BASIN)
<br />4" CONCRETE WALK
<br />6" CONCRETE WALK
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />4" SOLID LINE MULTI-COMPONENT (WHITE)
<br />PAVEMENT MARKING SPECIAL
<br />ALT 1 - SITE 3 REMOVE-REPLACE TRAIL W/ CL5 & BIT
<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 3
<br />Page 49 of 155
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