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Proeress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner: City of Elk River _ Owner's Project No.: R33.121582
<br />Engineer: Jason W. Cook, P.E. _ _ Engineer's Project No.: R33.121582
<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: 06/08/21
<br />A
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<br />C D E F
<br />G H
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<br />K
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<br />Bid Rem
<br />No.
<br />Description
<br />Contract
<br />Information
<br />Work Completed
<br />Materials
<br />Currently Stored
<br />(not in 6)
<br />i$}
<br />Work Completed
<br />and Materials Stored
<br />to Date
<br />(H+ I)
<br />$
<br />%of
<br />Value of
<br />Item
<br />(1 / F)
<br />4%)
<br />Balance to Finish IF -J)
<br />!S
<br />Item Quantity
<br />Units
<br />Unit Price
<br />($
<br />Value of Bid Item
<br />(CX E)
<br />S
<br />Estimated
<br />Quantity
<br />Incorporated In
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X 6)
<br />ISI
<br />48
<br />RELOCATE MAILBOX
<br />14.00
<br />EACH
<br />133.75
<br />1,872.50
<br />4.00
<br />535.001
<br />535.00
<br />29%1
<br />1,337.50
<br />49
<br />LOOP DETECTOR DESIGN NM_ C
<br />34.00
<br />EACH
<br />1,063.73
<br />36,166.82
<br />8.00
<br />8,509.84
<br />8,509.84
<br />24%1
<br />27,656.98
<br />50
<br />TRAFFIC CONTROL
<br />1.00
<br />LUMPSUM
<br />15,515.34
<br />15,515.34
<br />0.20
<br />3,103.07
<br />3,103.07.
<br />20%
<br />12,412.27
<br />51
<br />SIGN PANELS TYPE C
<br />30.00
<br />SQ FT
<br />53.50
<br />1,605.00
<br />1,605.D0
<br />52
<br />RELOCATE SIGN
<br />2.00
<br />EACH
<br />160.50
<br />321.00
<br />321.00
<br />53
<br />STABILIZED CONSTRUCTION EXIT
<br />8.00
<br />LUMPSUM
<br />535.01
<br />4,780.08
<br />4,280.08
<br />54
<br />STORM DRAIN INLET PROTECTION
<br />85.00
<br />EACH
<br />101.65
<br />8,640.25
<br />54.00
<br />5,489.10
<br />5,489.10
<br />64%
<br />3,151.15
<br />55
<br />SILT FENCE, TYPE MS
<br />780.00
<br />LIN FT
<br />3.74
<br />2,917.20
<br />78.00
<br />291.72
<br />291.72
<br />10%
<br />2,625.48
<br />56
<br />COMMON TOPSOIL BORROW (LV)
<br />1,273.00
<br />CU YD
<br />37.45
<br />47,673.85
<br />212.00
<br />7,939.40
<br />7,939.40
<br />17%
<br />39,734.45
<br />57
<br />FERTILIZER TYPE 3
<br />1,095.00
<br />POUND
<br />1.00
<br />1,095.00
<br />200.00
<br />100.00
<br />100.00
<br />9%
<br />995.00
<br />58
<br />SEEDING
<br />3.20
<br />ACRE
<br />871.88
<br />2,790.02
<br />_ 0.48
<br />418.50
<br />418.50
<br />15%
<br />2,371.52
<br />59
<br />SEED MIXTURE 25-151
<br />566.00
<br />POUND
<br />7.72
<br />4,369.52
<br />120.00
<br />926.40
<br />926.40
<br />21%
<br />3,443.12
<br />60
<br />HYDRAULIC BONDED FIBER MATRIX
<br />10,920.00
<br />POUND
<br />1.67
<br />18,236.40
<br />1,680.00
<br />2,805.60
<br />2,805.60
<br />15%.
<br />15,430.80
<br />61
<br />LANDSCAPE ROCK
<br />39.00
<br />CU YD
<br />80.25
<br />3129.75
<br />10.00
<br />802.50
<br />802.50
<br />26%
<br />2,327.25
<br />62
<br />4" SOLID LINE MULTI -COMPONENT (WHITE)
<br />17,825.00
<br />LIN FT
<br />0.27
<br />4,812.75
<br />151.00
<br />40.77
<br />40.77
<br />1%
<br />4 771.98
<br />63
<br />4" SOLID LINE MULTI -COMPONENT (YELLOW)
<br />6,105.00
<br />LIN FT
<br />0.27
<br />1,648.35
<br />1,648.35
<br />64
<br />24"SOLID LINE MULTI-COMPONENT(WHITE)
<br />678.00
<br />LIN FT
<br />7.56
<br />5,175.68
<br />42.00
<br />317.52
<br />317.52
<br />6%
<br />4,808.16
<br />65
<br />4" BROKEN LINE MULTI-COMPONENT(WHITE)
<br />5,470.00
<br />LIN FT
<br />0.27
<br />1,476.90
<br />160. Do
<br />43.20
<br />43.20
<br />3%
<br />1,433.70
<br />66
<br />4" BROKEN U N E MULTI-COMPONENT(YELLOW)
<br />2279.00
<br />LIN FT
<br />0.27
<br />615.33
<br />190.00
<br />51.301
<br />51.30
<br />8%
<br />564.03
<br />67
<br />4" DOUBLE SOLID LINE MULTI-COMPONENT(YELL
<br />11,457.00
<br />LIN FT
<br />0.54
<br />6186.78
<br />2.525,00
<br />1,363.50
<br />1,363.50
<br />22%
<br />4,823.28
<br />68
<br />CROSSWALK MULTI-COMPONENT(WHITE)
<br />5,434.00
<br />SQ FT
<br />4.65
<br />25,268.10
<br />270.00
<br />1,255.50
<br />1255.50
<br />5%
<br />24012.60
<br />69
<br />PAVEMENT MESSAGE MULTI-COMIYINFNT
<br />1,525.00
<br />SQ FT
<br />6.28
<br />9,577.00
<br />ID? DO
<br />671.96
<br />671.96
<br />7%
<br />8,905.04.
<br />Ori anal Contract Totalsi
<br />$ 4,764,032.23
<br />5 914.887A3
<br />$ 914,887A3
<br />19%
<br />$ 3949144.90
<br />Change Orden
<br />CO-1.1.1
<br />MOBILIZATION
<br />1.00
<br />LUMPSUM
<br />19,000.00
<br />19,000.00
<br />19,000.00
<br />CO-1.1.2
<br />REMOVE GATE VALVE & BOX
<br />1.00
<br />EACH
<br />3,465.00
<br />3,465.00
<br />3,465.00
<br />CO-1.1.3
<br />10" PIPE PLUG
<br />1.00
<br />EACH
<br />550.00
<br />SSP,.00
<br />-
<br />550.00
<br />CO-1.1.4
<br />REMOVE AND REPLACE VALVE BOX
<br />21.00
<br />EACH
<br />2,134.00
<br />44,814.00
<br />_ 44,814.00
<br />CO-1.1.5
<br />ADJUST VALVE BOX
<br />_ 22.00
<br />EACH
<br />124.74
<br />2 744.25
<br />(2,744.28)
<br />CO-1.1.6
<br />SEAL DRAINAGE STRUCTURE ICATCH BASIN CHIMNEY SEAL)
<br />14.00
<br />EACH
<br />400.00
<br />5,60D.0D
<br />2.00
<br />8W.00
<br />8D0.00
<br />14%
<br />4800.00
<br />CO-1.1.7
<br />SEAL DRAINAGE STRUCTURE (MANHOLE CHIMNEY SEAL)
<br />9.00
<br />EACH
<br />400.00
<br />3,600.00
<br />3.00
<br />3,200.00
<br />3,200.00
<br />89%
<br />400.00
<br />CO-1.1.8
<br />EXTERIOR PIPE GROUT REPAIR
<br />1.00
<br />EACH
<br />850.00
<br />850.00
<br />1.00
<br />850.00
<br />850.00
<br />100%
<br />CO-1.2.1
<br />MOBILIZATION
<br />1.00
<br />LUMPSUM
<br />18963.00
<br />1%96300
<br />18,963.00
<br />CO-1.2.2
<br />CLEARING
<br />0.10
<br />ACRE
<br />10,000.00
<br />1,000.00
<br />1,0D0.00
<br />CO-1.2.3
<br />GRUBBING _
<br />0.10
<br />ACRE
<br />10,000.00
<br />1,000.00
<br />1,000.00
<br />CO-1.2.4
<br />REMOVE CURB AND GUTTER
<br />35.00
<br />LIN FT
<br />7.05
<br />246.75
<br />246.75
<br />CO-1.2.5
<br />COMMON EXCAVATION (P)
<br />400.00
<br />CU YD
<br />15.41
<br />6,164.00
<br />6,164.00
<br />CO-1.2.6
<br />SUBGRADE EXCAVATION (EV)
<br />75.00
<br />CU YD
<br />_ 23.29
<br />1,746.75
<br />_
<br />1,746.75
<br />CO-1.2.7
<br />SELECT GRANULAR BORROW (CV)
<br />75.00
<br />CU YD
<br />25.94
<br />1,945.513
<br />1,945.50
<br />CO-1.2.8
<br />SALVAGED AGGREGATE FROM STOCKPILE (CV)
<br />305.01
<br />CU VD
<br />19.35
<br />5.9[31.75
<br />5,901.75
<br />CO-1.2.9
<br />AGGREGATE SURFACING CLASS 2
<br />15.00
<br />CU YD
<br />74.96
<br />1,124.40
<br />1,124.40
<br />CO-1.2.10
<br />BITUMINOUS PATCH SPECIAL(DRIVEWAY/TRAIL)
<br />15.00
<br />1 SQYD
<br />38.58
<br />579.70
<br />578.70
<br />CO-1.2.11
<br />BITUMINOUS PATCH SPECIAL (STREET)
<br />132.OD
<br />SQYD
<br />32.81
<br />4,3.30.92
<br />4,330.92
<br />CO-1.2.12
<br />MILL BITUMINOUS SURFACE(1.5")
<br />3,150.00
<br />SQ YD
<br />1.25
<br />3,937.50
<br />_
<br />3,937.50
<br />CO.1.2.13
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />763.00
<br />TON
<br />75.85
<br />57,873.55
<br />57.873.55
<br />CO-1.2.14
<br />7" CONCRETE WALK
<br />100.00
<br />SQ FT
<br />7.49
<br />749.00
<br />749.00
<br />EICDC C-62D Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EICDC. All rights reserved. 2 of 3
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