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Prosiness Estimate - Unit Price Work
<br />Contractor's Application for Pavment
<br />Owner: City of Elk River Owner's Project No.: R13.121582
<br />Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
<br />Contractor: North Valley Inc. Contractor's Project No.:
<br />Project: 2021 Street Improvements
<br />Contract:
<br />Application No.: 1 Application Period: From 04/21/21 to 05/31/21 Application Date: 06/09/21
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<br />C 0 E F
<br />6 H
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<br />Bid Item
<br />No.
<br />Description
<br />Contract
<br />Information
<br />Work Completed
<br />Materials
<br />Currently Stored
<br />(not in G)
<br />($)
<br />Work Completed
<br />and Materials Stored
<br />to Date
<br />(H+1)
<br />IS1
<br />%of
<br />Value of
<br />Item
<br />(1 / F)
<br />(XJ
<br />Balance to Finish (F -1)
<br />IS)
<br />Item Quantity
<br />Units
<br />ce
<br />L53.S0
<br />Value of Bid Item
<br />(c X E)
<br />$
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X G)
<br />IS)
<br />CO-1.2.15
<br />CONCRETE CURB & GUTTER DESIGN B612
<br />35.00
<br />LIN FT7.50
<br />962.50
<br />962.50
<br />CO-1.2.16
<br />TRAFFICCONTROL
<br />1.00
<br />LUMP SUM25.00
<br />825.00
<br />825.00
<br />CO-1.2.17
<br />SIGN PANELS TYPE C
<br />2.70
<br />SQ FT
<br />144.45
<br />_
<br />144.45
<br />CO-1.2.18
<br />RELOCATESIGN
<br />5.00
<br />EACH
<br />160.50
<br />807$D
<br />802.50
<br />CO-1.2.19
<br />STORM DRAIN INLET PROTECTION
<br />1,00
<br />EACH
<br />101.65
<br />101-6s
<br />101.65
<br />CO-1.2.20
<br />SILT FENCE, TYPE MS
<br />300,00
<br />LIN FT
<br />3.74
<br />1,172.00
<br />1,122.00
<br />CO-1.2.21
<br />COMMON TOPSOIL BORROW(LV)
<br />365.00
<br />CU YD
<br />37.45
<br />13,669.25
<br />_ 13,669.25
<br />CO.1.2.22
<br />FERTILIZER TYPE 3
<br />240.00
<br />POUND
<br />1.00
<br />240.00
<br />240.00
<br />CO-1.2.23
<br />SEEDING
<br />0.80
<br />ACRE
<br />871.88
<br />697.50
<br />697.50
<br />CO.1.2.24
<br />ISEED MIXTURE 25-151
<br />144.00
<br />POUND
<br />7.72
<br />1,111.68
<br />1,111.68
<br />CO-1.2.25
<br />HYDRAULIC BONDED FIBER MATRIX
<br />2,800.00
<br />POUND
<br />1.67
<br />4,676.00
<br />4,676.00
<br />CO-1.2.26
<br />4"SOLID LINE MULTI-COMPONENT(WHITE)
<br />1,900.00
<br />UN FT
<br />0.27
<br />513.00
<br />513.00
<br />CO-1.2.27
<br />PAVEMENT MESSAGE MULTI -COMPONENT
<br />14.00
<br />SQ FT
<br />6.28
<br />87,92
<br />87.92
<br />CO-1.3.1
<br />REMOVE SIGN
<br />1.00
<br />EACH
<br />82.50
<br />82.50
<br />82.50
<br />CO-1.3.2
<br />SALVAGECASTING
<br />6.00
<br />EACH
<br />285.00
<br />1.,710.00
<br />1,710.00
<br />CO-1.3.3
<br />REMOVE CURB & GUTTER
<br />675.00
<br />UN FT
<br />7.05
<br />4,758.75
<br />4,758.75
<br />CO-1.3.4
<br />REMOVE CONCRETE PAVEMENT
<br />410.00
<br />SQ FT
<br />1.05
<br />430.50
<br />_
<br />430.50
<br />CO-1.3.5
<br />REMOVE CONCRETE NOSE
<br />200.D0
<br />SQ FT
<br />8.50
<br />1,700-00
<br />1,7oo 00
<br />CO-1.3.6
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (4.F1
<br />(203.00)
<br />TON
<br />65.43
<br />_ 13 BL24
<br />(13,282.29)
<br />CO-1.3.7
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C)
<br />1127.00
<br />TON
<br />58.83
<br />7,471..41
<br />_ 7,471.41
<br />CO-1.3.8
<br />CONNECTTO EXISTING STORM SEWER
<br />3.00
<br />EACH
<br />897.35
<br />2892-05
<br />2,692.05
<br />CO-1.3.9
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />11.40
<br />LIN FT
<br />1,072.50
<br />_ 12,226.50
<br />12,226.50
<br />CO-1.3.10
<br />CASTING ASSEMBLY (STORM MANHOLE)
<br />3.00
<br />EACH
<br />951.50
<br />2,854.50
<br />2,854.50
<br />CO-1.3.11
<br />CASTING ASSEMBLY (SALVAGED STORM MANHOLE)
<br />1.00
<br />EACH
<br />835.00
<br />83500
<br />935.O0
<br />CO-1.3.12
<br />CASTING ASSEMBLY(SALVAGED CATCH BASIN)
<br />4.00
<br />EACH
<br />745.00
<br />2,980.W
<br />2,980.00
<br />CO-1.3.13
<br />4" CONCRETE WALK
<br />3,035.00
<br />SQ FT
<br />5.89
<br />17,876.15
<br />17,876.15
<br />CO-1.3.14
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />870.00
<br />LIN FT
<br />27.87
<br />24,246.90
<br />24,246.90
<br />CO-1.3.15
<br />CONCRETE MEDIAN NOSE -SPECIAL
<br />125.00
<br />SQ FT
<br />25.00
<br />1.975,00
<br />1,875.00
<br />CO-1.3.16
<br />COM MON TOPSOIL BORROW(LV)
<br />160.00
<br />CU YD
<br />37.45
<br />S."2.00
<br />-
<br />5,992.00
<br />CO-1.3.17
<br />FERTILIZER TYPE
<br />45.00
<br />POUND
<br />1.00
<br />45.00
<br />45.00
<br />CO-1.3.18
<br />SEEDING
<br />0.15
<br />ACRE
<br />871.88
<br />130.7E
<br />130.78
<br />CO-1.3.19
<br />SEED MIXTURE 25-151
<br />27.00
<br />POUND
<br />7.72
<br />2D8.44
<br />-
<br />208.44
<br />CO-1.3.20
<br />HYDRAULIC BONDED FIBER MATRIX
<br />525.00
<br />POUND
<br />1.67
<br />SM73
<br />876.75
<br />CO-1.3.21
<br />4"SOLID UNE MULTI-COMPONENT(WHITE)
<br />[290.001
<br />LIN FT
<br />0.27
<br />(78-30)
<br />-
<br />-
<br />(78,301
<br />CO.1.3.22
<br />PAVEMENT MESSAGE MULTI -COMPONENT
<br />(30.00)1
<br />SQ FT
<br />6.28
<br />288.40)
<br />(188.40
<br />Change Order Totals
<br />$ 266,150.41
<br />$ 4,850.00
<br />$
<br />S 4,650.00
<br />z%li
<br />S 261300A3
<br />D nal Contract and Change Orders
<br />ProJect Totals $ 5,030,182.64 I Is 919,737.43 $ $ 919,737.43 26% $ 4,110,44s.21
<br />E)COC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 3
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