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Progress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner: City of Elk River Owner's Project No.:
<br />Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.128082
<br />Contractor: North Valley Inc. Contractor's Project No.:
<br />Project: 2023 Street Improvements Project Agency's Project No.:
<br />Contract:
<br />Application No.: 2 Application Period: From 06/01/23 to 06/29/23 Application Date: 07/05/23
<br />A
<br />BP
<br />C D E F
<br />F1 F2
<br />G H
<br />I
<br />J
<br />K
<br />Bid Item
<br />No.
<br />Description
<br />Contract
<br />Information
<br />Previous
<br />Estimate
<br />Work Completed
<br />Materials Currently Stored
<br />(not in G)
<br />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H + 1)
<br />($)
<br />%of
<br />Value of
<br />Item
<br />(J / F)
<br />N
<br />Item Quantity
<br />Units
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(CX E)
<br />($)
<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 />46
<br />CONNECT TO EXISTING WATER SERVICE
<br />57.00
<br />EACH
<br />1,177.97
<br />67,144.29
<br />47
<br />CONNECTTO EXISTING WATERMAIN
<br />4.00
<br />EACH
<br />2,677.20
<br />10,708.80
<br />48
<br />ADJUSTVALVE BOX
<br />70.00
<br />EACH
<br />240.95
<br />16,866.50
<br />24.00
<br />5,782.80
<br />27.00
<br />6,505.65
<br />6,505.65
<br />39%
<br />49
<br />REMOVE & REPLACE VALVE BOX
<br />14.00
<br />EACH
<br />1,981.13
<br />27,735.82
<br />4.00
<br />7,924.52
<br />4.00
<br />7,924.52
<br />7,924.52
<br />29%
<br />50
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />150.00
<br />LIN FT
<br />74.96
<br />11,244.00
<br />51
<br />8" WATERMAIN DUCTILE IRON CL 52
<br />3,607.00
<br />LIN FT
<br />91.02
<br />328,309.14
<br />-
<br />-
<br />-
<br />-
<br />-
<br />52
<br />10" WATERMAIN DUCTILE IRON CL 52
<br />715.00
<br />LIN FT
<br />101.73
<br />72,736.95
<br />53
<br />6" GATE VALVE & BOX
<br />10.00
<br />EACH
<br />2,516.57
<br />25,165.70
<br />54
<br />8" GATE VALVE & BOX
<br />7.00
<br />EACH
<br />3,533.90
<br />24,737.30
<br />55
<br />10" GATE VALVE & BOX
<br />2.00
<br />EACH
<br />4,926.05
<br />9,852.10
<br />-
<br />-
<br />-
<br />-
<br />-
<br />56
<br />HYDRANT
<br />10.00
<br />EACH
<br />7,228.44
<br />72,284.40
<br />57
<br />WATERMAIN FITTINGS
<br />2,480.00
<br />POUND
<br />12.85
<br />31,868.00
<br />58
<br />ADJUST CASTING (MANHOLE)
<br />164.00
<br />EACH
<br />408.93
<br />67,064.52
<br />110.00
<br />44,982.30
<br />110.00
<br />44,982.30
<br />44,982.30
<br />67%
<br />59
<br />ADJUSTCASTING (CATCH BASIN)
<br />29.00
<br />EACH
<br />626.46
<br />18,167.34
<br />19.00
<br />1 11,902.74
<br />21.00
<br />13,155.66
<br />13,155.66
<br />72%
<br />60
<br />CASTING ASSEMBLY
<br />21.00
<br />EACH
<br />1,247.57
<br />26,198.97
<br />61
<br />CONSTRUCT DRAINAGE STRUCTURE(2'X3')
<br />49.90
<br />LIN FT
<br />540.79
<br />26,985.42
<br />-
<br />-
<br />-
<br />-
<br />-
<br />62
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />28.00
<br />LIN FT
<br />685.36
<br />19,190.08
<br />63
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022
<br />19.90
<br />LIN FT
<br />733.55
<br />14,597.65
<br />64
<br />CONSTRUCT DRAINAGE SKIMMER STRUCTURE(72")
<br />1.00
<br />LUMPSUM
<br />18,204.95
<br />18,204.95
<br />65
<br />4" CONCRETE WALK
<br />1,743.00
<br />SQ FT
<br />5.35
<br />9,325.05
<br />367.00
<br />1,963.45
<br />367.00
<br />1,963.45
<br />1,963.45
<br />21%
<br />66
<br />6" CONCRETE WALK
<br />4,248.00
<br />SQ FT
<br />6.43
<br />27,314.64
<br />1,485.00
<br />9,548.55
<br />1,485.00
<br />9,548.55
<br />9,548.55
<br />35%
<br />67
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />12,799.00
<br />SQ FT
<br />7.50
<br />95,992.50
<br />23.00
<br />172.50
<br />23.00
<br />172.50
<br />172.50
<br />68
<br />CONCRETE CURB & GUTTER DESIGN B412
<br />9,314.00
<br />LIN FT
<br />17.13
<br />159,548.82
<br />69
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />1,105.00
<br />LIN FT
<br />27.84
<br />30,763.20
<br />978.00
<br />27,227.52
<br />998.00
<br />27,784.32
<br />27,784.32
<br />90%
<br />70
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />1,250.00
<br />LIN FT
<br />27.84
<br />34,800.00
<br />855.00
<br />23,803.20
<br />855.00
<br />23,803.20
<br />23,803.20
<br />68%
<br />71
<br />7" CONCRETE VALLEY GUTTER
<br />844.00
<br />SQ FT
<br />16.06
<br />13,554.64
<br />67.00
<br />1,076.02
<br />67.00
<br />1,076.02
<br />1,076.02
<br />8%
<br />72
<br />TRUNCATED DOMES
<br />546.00
<br />SQ FT
<br />53.54
<br />29,232.84
<br />352.00
<br />18,846.08
<br />352.00
<br />18,846.08
<br />18,846.08
<br />64%
<br />73
<br />BITUM INOUS CURB
<br />9,950.00
<br />LIN FT
<br />3.21
<br />31,939.50
<br />2,050.00
<br />6,580.50
<br />6,580.50
<br />21%
<br />74
<br />RELOCATE MAILBOX
<br />64.00
<br />EACH
<br />187.40
<br />11,993.60
<br />75
<br />TRAFFIC CONTROL
<br />1.00
<br />LUMPSUM
<br />16,491.55
<br />16,491.55
<br />0.50
<br />8,245.78
<br />0.50
<br />8,245.78
<br />8,245.78
<br />50%
<br />76
<br />SIGN PANELS TYPE C
<br />156.00
<br />SQ FT
<br />58.90
<br />9,188.40
<br />77
<br />STABILIZED CONSTRUCTION EXIT
<br />3.00
<br />EACH
<br />535.44
<br />1,606.32
<br />-
<br />-
<br />-
<br />-
<br />-
<br />78
<br />STORM DRAIN INLET PROTECTION
<br />23.00
<br />EACH
<br />240.95
<br />5,541.85
<br />79
<br />SILT FENCE, TYPE MS
<br />1,778.00
<br />LIN FT
<br />1.98
<br />3,520.44
<br />-
<br />-
<br />-
<br />-
<br />-
<br />80
<br />SEDIMENTCONTROL LOG TYPE WOOD CHIP
<br />170.00
<br />LIN FT
<br />3.21
<br />545.70
<br />81
<br />COMMON TOPSOIL BORROW(LV)
<br />1,045.00
<br />CU YD
<br />49.97
<br />52,218.65
<br />91.00
<br />4,547.27
<br />547.00
<br />27,333.59
<br />27,333.59
<br />52%
<br />82
<br />FERTILIZER TYPE 3
<br />963.00
<br />POUND
<br />1.07
<br />1,030.41
<br />700.00
<br />749.00
<br />749.00
<br />73%
<br />83
<br />SEEDING
<br />2.90
<br />ACRE
<br />428.35
<br />1,242.22
<br />2.00
<br />856.70
<br />856.70
<br />69%
<br />84
<br />SEED MIXTURE 25-151
<br />754.00
<br />POUND
<br />5.14
<br />3,875.56
<br />600.00
<br />3,084.00
<br />3,084.00
<br />80%
<br />85
<br />SEED MIXTURE 35-641
<br />6.00
<br />POUND
<br />42.56
<br />255.36
<br />-
<br />-
<br />-
<br />-
<br />-
<br />86
<br />HYDRAULIC BONDED FIBER MATRIX
<br />9,623.00
<br />POUND
<br />1.45
<br />13,953.35
<br />7,000.00
<br />10,150.00
<br />10,150.00
<br />73%
<br />87
<br />LANDSCAPING MULCH
<br />5.00
<br />CU YD
<br />69.61
<br />348.05
<br />-
<br />-
<br />-
<br />-
<br />-
<br />88
<br />24" SOLID LINE MULTI -COMPONENT (WHITE)
<br />67.00
<br />LIN FT
<br />6.96
<br />466.32
<br />89
<br />CROSSWALK MULTI-COMPONENT(WHITE)
<br />678.00
<br />SQ FT
<br />5.89
<br />3,993.42
<br />-
<br />-
<br />-
<br />-
<br />-
<br />90
<br />PAVEM ENT M ESSAGE M ULTI-COMPONENT
<br />1.00
<br />EACH
<br />107.09
<br />107.09
<br />Original Contract Totals
<br />$ 5,433,358.71
<br />$ 1,710,297.53
<br />$ 2,548,303.92
<br />$ -
<br />$ 2,548,303.92
<br />47%
<br />EJCDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 2
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