|
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 />48 70.00 EACH 240.95 16,866.50 44.00 10,601.80 44.00 10,601.80 10,601.80 63%
<br />49 14.00 EACH 1,981.13 27,735.82 6.00 11,886.78 6.00 11,886.78 11,886.78 43%
<br />50 150.00 LIN FT 74.96 11,244.00 162.00 12,143.52 162.00 12,143.52 12,143.52 108%
<br />51 3,607.00 LIN FT 91.02 328,309.14 3,804.00 346,240.08 3,804.00 346,240.08 346,240.08 105%
<br />52 715.00 LIN FT 101.73 72,736.95 676.00 68,769.48 676.00 68,769.48 68,769.48 95%
<br />53 10.00 EACH 2,516.57 25,165.70 10.00 25,165.70 10.00 25,165.70 25,165.70 100%
<br />54 7.00 EACH 3,533.90 24,737.30 9.00 31,805.10 9.00 31,805.10 31,805.10 129%
<br />55 2.00 EACH 4,926.05 9,852.10 2.00 9,852.10 2.00 9,852.10 9,852.10 100%
<br />56 10.00 EACH 7,228.44 72,284.40 10.00 72,284.40 10.00 72,284.40 72,284.40 100%
<br />57 2,480.00 POUND 12.85 31,868.00 2,281.00 29,310.85 2,281.00 29,310.85 29,310.85 92%
<br />58 164.00 EACH 408.93 67,064.52 172.00 70,335.96 172.00 70,335.96 70,335.96 105%
<br />59 29.00 EACH 626.46 18,167.34 33.00 20,673.18 33.00 20,673.18 20,673.18 114%
<br />60 21.00 EACH 1,247.57 26,198.97 21.00 26,198.97 21.00 26,198.97 26,198.97 100%
<br />61 49.90 LIN FT 540.79 26,985.42 46.70 25,254.89 46.70 25,254.89 25,254.89 94%
<br />62 28.00 LIN FT 685.36 19,190.08 28.00 19,190.08 28.00 19,190.08 19,190.08 100%
<br />63 19.90 LIN FT 733.55 14,597.65 23.60 17,311.78 23.60 17,311.78 17,311.78 119%
<br />64 1.00 LUMP SUM 18,204.95 18,204.95 1.00 18,204.95 1.00 18,204.95 18,204.95 100%
<br />65 1,743.00 SQ FT 5.35 9,325.05 1,358.00 7,265.30 1,358.00 7,265.30 7,265.30 78%
<br />66 4,248.00 SQ FT 6.43 27,314.64 2,585.00 16,621.55 2,585.00 16,621.55 16,621.55 61%
<br />67 12,799.00 SQ FT 7.50 95,992.50 11,992.25 89,941.88 11,992.25 89,941.88 89,941.88 94%
<br />68 9,314.00 LIN FT 17.13 159,548.82 9,232.00 158,144.16 9,232.00 158,144.16 158,144.16 99%
<br />69 1,105.00 LIN FT 27.84 30,763.20 1,352.00 37,639.68 1,352.00 37,639.68 37,639.68 122%
<br />70 1,250.00 LIN FT 27.84 34,800.00 889.00 24,749.76 889.00 24,749.76 24,749.76 71%
<br />71 844.00 SQ FT 16.06 13,554.64 603.00 9,684.18 603.00 9,684.18 9,684.18 71%
<br />72 546.00 SQ FT 53.54 29,232.84 474.00 25,377.96 474.00 25,377.96 25,377.96 87%
<br />73 9,950.00 LIN FT 3.21 31,939.50 2,050.00 6,580.50 2,050.00 6,580.50 6,580.50 21%
<br />74 64.00 EACH 187.40 11,993.60 64.00 11,993.60 64.00 11,993.60 11,993.60 100%
<br />75 1.00 LUMP SUM 16,491.55 16,491.55 1.00 16,491.55 1.00 16,491.55 16,491.55 100%
<br />76 156.00 SQ FT 58.90 9,188.40 53.00 3,121.70 53.00 3,121.70 3,121.70 34%
<br />77 3.00 EACH 535.44 1,606.32 1.00 535.44 1.00 535.44 535.44 33%
<br />78 23.00 EACH 240.95 5,541.85 4.00 963.80 4.00 963.80 963.80 17%
<br />79 1,778.00 LIN FT 1.98 3,520.44 1,006.00 1,991.88 1,006.00 1,991.88 1,991.88 57%
<br />80 170.00 LIN FT 3.21 545.70 359.00 1,152.39 359.00 1,152.39 1,152.39 211%
<br />81 1,045.00 CU YD 49.97 52,218.65 1,762.00 88,047.14 1,762.00 88,047.14 88,047.14 169%
<br />82 963.00 POUND 1.07 1,030.41 2,030.00 2,172.10 2,030.00 2,172.10 2,172.10 211%
<br />83 2.90 ACRE 428.35 1,242.22 5.80 2,484.43 5.80 2,484.43 2,484.43 200%
<br />84 754.00 POUND 5.14 3,875.56 1,653.00 8,496.42 1,653.00 8,496.42 8,496.42 219%
<br />85 6.00 POUND 42.56 255.36 7.00 297.92 7.00 297.92 297.92 117%
<br />86 9,623.00 ACRE 1.45 13,953.35 22,500.00 32,625.00 22,500.00 32,625.00 32,625.00 234%
<br />87 5.00 CU YD 69.61 348.05 5.00 348.05 5.00 348.05 348.05 100%
<br />88 67.00 LIN FT 6.96 466.32 131.00 911.76 131.00 911.76 911.76 196%
<br />89 678.00 SQ FT 5.89 3,993.42 648.00 3,816.72 648.00 3,816.72 3,816.72 96%
<br />90 1.00 EACH 107.09 107.09 1.00 107.09 1.00 107.09 107.09 100%
<br />5,433,358.71$ 5,265,583.31$ 5,265,583.31$ -$ 5,265,583.31$ 97%
<br />PAVEMENT MESSAGE MULTI-COMPONENT
<br />SEED MIXTURE 35-641
<br />HYDRAULIC BONDED FIBER MATRIX
<br />LANDSCAPING MULCH
<br />24" SOLID LINE MULTI-COMPONENT (WHITE)
<br />CROSSWALK MULTI-COMPONENT (WHITE)
<br />SEDIMENT CONTROL LOG TYPE WOOD CHIP
<br />COMMON TOPSOIL BORROW (LV)
<br />FERTILIZER TYPE 3
<br />SEEDING
<br />SEED MIXTURE 25-151
<br />TRAFFIC CONTROL
<br />SIGN PANELS TYPE C
<br />STABILIZED CONSTRUCTION EXIT
<br />STORM DRAIN INLET PROTECTION
<br />SILT FENCE, TYPE MS
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />7" CONCRETE VALLEY GUTTER
<br />TRUNCATED DOMES
<br />BITUMINOUS CURB
<br />RELOCATE MAILBOX
<br />4" CONCRETE WALK
<br />6" CONCRETE WALK
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />CONCRETE CURB & GUTTER DESIGN B412
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />CASTING ASSEMBLY
<br />CONSTRUCT DRAINAGE STRUCTURE (2'X3')
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022
<br />CONSTRUCT DRAINAGE SKIMMER STRUCTURE (72")
<br />10" GATE VALVE & BOX
<br />HYDRANT
<br />WATERMAIN FITTINGS
<br />ADJUST CASTING (MANHOLE)
<br />ADJUST CASTING (CATCH BASIN)
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />10" WATERMAIN DUCTILE IRON CL 52
<br />6" GATE VALVE & BOX
<br />8" GATE VALVE & BOX
<br />ADJUST VALVE BOX
<br />REMOVE & REPLACE VALVE BOX
<br />Original Contract Totals
<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.2 of 3
<br />Page 48 of 155
|