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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.: 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: 06/08/21
<br />A
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<br />C 0 £ F
<br />G H
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<br />1
<br />K
<br />L
<br />Bid Item
<br />No.
<br />Description
<br />Contract Information
<br />Work
<br />Completed
<br />Materials
<br />Currently Stored
<br />(not In G)
<br />Work Completed
<br />and Materials Stored
<br />to Date
<br />(H+ 1)
<br />%of
<br />Value of
<br />Item
<br />(J / F)
<br />Balance to Finish (F -J)
<br />Item Quantity
<br />Units
<br />Unit Price
<br />(S)
<br />Value of Bid Item
<br />(CX E)
<br />is)
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X G)
<br />Original Contract
<br />1
<br />MOBILIZATION
<br />1.00
<br />LUMPSUM
<br />177,588.57
<br />177588.57
<br />0.24
<br />42,621.26
<br />42,621.26
<br />24%
<br />134,967.31
<br />2
<br />CLEARING
<br />&00
<br />TREE
<br />374.51
<br />2,996.08
<br />2,996.08
<br />3
<br />GRUBBING
<br />8.00
<br />TREE
<br />535.01
<br />4,280.D8
<br />4280.08
<br />4
<br />REMOVE MANHOLE
<br />2.00
<br />EACH
<br />948.78
<br />1,89736
<br />1,897.56
<br />5
<br />ABANDON MANHOLE
<br />4.00
<br />EACH
<br />457.25
<br />1,829-00
<br />1,829,00
<br />6
<br />REMOVE CURB & GUTTER
<br />4,498.00
<br />LIN FT
<br />7.05
<br />31,710.90
<br />754.00
<br />5,315.70
<br />5,315.70
<br />17%
<br />26,395.20
<br />7
<br />REMOVE BITUMINOUS CURB
<br />3,103.00
<br />LIN FT
<br />2.50
<br />7,757.50
<br />3,614.00
<br />9,035.00
<br />9,035.00
<br />116%
<br />(1,277.50
<br />8
<br />REMOVE PIPE SEWERS
<br />60.00
<br />63,055.00
<br />LIN FT
<br />25.72
<br />1,543.20
<br />-
<br />1,543.20
<br />9
<br />REMOVE BITUMINOUS PAVEMENT
<br />SQ YD
<br />1.58
<br />99,626.90
<br />470.001
<br />742.60
<br />742.60
<br />14
<br />98,884.30
<br />10
<br />REMOVE CONCRETE PAVEMENT
<br />31,147.00
<br />SQ FT
<br />1.05
<br />32 704.35
<br />5,417.001
<br />5,687.85
<br />5,687.85
<br />17%
<br />27,016.50
<br />11
<br />RELOCATE SPRINKLER SYSTEM (PER HEAD)
<br />71.00
<br />EACH
<br />53.50
<br />3,7W.50
<br />21.00
<br />1,123.50
<br />1,223.50
<br />30%
<br />2675.00
<br />12
<br />COMMON EXCAVATION (P)
<br />S,455.00
<br />CU YD
<br />15.41
<br />84,051.55
<br />2,144.00
<br />33,039.04
<br />33,039.G4
<br />39%
<br />51,022.51
<br />13
<br />SUBGRADE EXCAVATION (EV)
<br />800.00
<br />CU YD
<br />23.29
<br />18,632.00
<br />18,632.00
<br />14
<br />SELECT GRANULAR BORROW (CV
<br />800.00
<br />CU YD
<br />25.94
<br />20,752.00
<br />-
<br />20,752.00
<br />15
<br />SALVAGED AGGREGATE FROM STOCKPILE (CV)
<br />864.00
<br />CU YD
<br />19.35
<br />16,718.40
<br />16,718.40
<br />16
<br />AGGREGATE SURFACING (CV) CLASS 2
<br />131.DD
<br />CU YD
<br />74.95
<br />9,819.76
<br />9,819.76
<br />17
<br />FULL DEPTH RECLAMATION (9.5")
<br />4,917.00
<br />SQYD
<br />1.67
<br />8,211.39
<br />8,211.39
<br />18
<br />FULL DEPTH RECLAMATION (12")
<br />_ 33,844.00
<br />SQYD
<br />1.70
<br />57,534.80
<br />19355.00
<br />32,903.50
<br />32,903.50
<br />57%
<br />24,631.30
<br />19
<br />BITUMINOUS PATCH SPECIAL(DRIVEWAY/TRAIL)
<br />1,299.00
<br />SQYD
<br />38.58
<br />50,115.42
<br />722,DD
<br />27,854.76
<br />27,854.76
<br />56%
<br />22,260.66
<br />20
<br />BITUMINOUS PATCH SPECIAL (STREET)
<br />5,091.00
<br />SQ YD
<br />32.81
<br />167,035.71
<br />1,694.00
<br />55,252.04
<br />55,252.D4
<br />33%
<br />111,783.67
<br />21
<br />MILL BITUMINOUS SURFACE (TAPER 1.25"-0")
<br />81,135.00
<br />LIN FT
<br />0.77
<br />62473.95
<br />42,537.00
<br />32,753.49
<br />32,753.49
<br />52%
<br />29,720.46
<br />22
<br />MILL BITUMINOUS SURFACE(1.5")
<br />5,237.00
<br />SQYD
<br />1.25
<br />6,546.25
<br />1,091.00
<br />1363.75
<br />1,363.75
<br />21%
<br />5182.50
<br />23
<br />TYPE SP 9.5 WEARING COURSE MIXTURE(2,C)
<br />16,794.01)
<br />TON
<br />58.58
<br />983,206.72
<br />5979.00
<br />350,249.82
<br />350,249.82
<br />36%
<br />632,956.90
<br />24
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)
<br />16,423.00
<br />TON
<br />65.43
<br />1,074,556.89
<br />1,074,556.89
<br />25
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C)
<br />4,684.00
<br />TON
<br />56.47
<br />264,505.48
<br />2,360.00
<br />133,269.20
<br />133,269.20
<br />50%
<br />132,236.28
<br />26
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C)
<br />9,401.00
<br />TON
<br />58.83
<br />553,060.83
<br />553,060.83
<br />27
<br />CONCRETE FLUME
<br />_ 3.00
<br />EACH
<br />642.01
<br />1,926.03
<br />_
<br />1926.03
<br />28
<br />18" RC PIPE SEWER CLASS V
<br />60.00
<br />LIN FT
<br />97.16
<br />5,829.60
<br />5,829.60
<br />29
<br />CONNECT TO EXISTING STORM SEWER
<br />2.00
<br />EACH
<br />897.35
<br />1,794.70
<br />1,794.70
<br />30
<br />CONNECT TO EXISTING SANITARY SEWER
<br />4.00
<br />EACH
<br />1286.00
<br />5,144,00
<br />5,144.00
<br />31
<br />FILL & ABANDON PIPE
<br />1055.00
<br />LIN FT
<br />10.86
<br />11,457.30
<br />11,457.30
<br />32
<br />8" PIPE SEWER -DIRECTIONAL DRILLED
<br />731.00
<br />LIN FT
<br />91.45
<br />66,949.95
<br />66 849.95
<br />33
<br />ADIUSTVALVE BOX
<br />76.00
<br />EACH
<br />_ 124.74
<br />9,480.24
<br />1h.00
<br />1,995.84
<br />1,995.84
<br />21%
<br />7,484.40
<br />34
<br />ADJUST FRAME & RING CASTING
<br />196.00
<br />EACH
<br />500.62
<br />98,121.52
<br />31.00
<br />19,524.18
<br />19,524.18
<br />20%
<br />78,597.34
<br />35
<br />CASTING ASSEMBLY
<br />20.00
<br />EACH
<br />588.51
<br />11,770,20
<br />1.00
<br />588.51
<br />588.51
<br />5%
<br />11,181.69
<br />36
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007
<br />47.40
<br />LIN FT
<br />554.41
<br />26,279.03
<br />26,279.03
<br />37
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48.40M
<br />4.00
<br />LIN FT
<br />645.86
<br />2,583.44
<br />2,583.44
<br />38
<br />CONSTRUCT 8" OUTSIDE DROP
<br />3.70
<br />LIN FT
<br />988.79
<br />3,65&,52
<br />3,658.S2
<br />39
<br />4" CONCRETE WALK
<br />8,796.00
<br />SQ FT
<br />5.89
<br />51,808.44
<br />340.00
<br />2,D02.60
<br />2,002.60
<br />4%
<br />49,805.84
<br />40
<br />7" CONCRETE WALK
<br />14,712.00
<br />SQ FT
<br />7.49
<br />110,192.88
<br />4,239.00
<br />31,750.11
<br />31,750.11
<br />29%
<br />78,442.77
<br />41
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />4,913.00
<br />SQ FT
<br />7.49
<br />36,798.37
<br />1.000,00
<br />7,490.00
<br />7,490.00
<br />2MA
<br />29,308.37
<br />42
<br />CONCRETE CURB & GUTTER DESIGN B422
<br />2,945.001
<br />LIN FT
<br />16.05
<br />31,217.25
<br />31,217.2S
<br />43
<br />CONCRETE CURB & GUTTER DESIGN B6111
<br />3,804.00
<br />LIN FT
<br />27.82
<br />105,827.28
<br />769.00
<br />_ 21393.58
<br />21,393,58
<br />20%
<br />84 433.70
<br />44
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />744.00
<br />UN FT
<br />27.82
<br />20,698.08
<br />46 00
<br />1,279.72
<br />1,279.72
<br />6%
<br />19,418.36
<br />45
<br />7" CONCRETE VALLEY GUTTER
<br />2,726.00
<br />SQ FT
<br />7.49
<br />20,417.74
<br />20,417.74
<br />46
<br />TRUNCATED DOMES
<br />1,722.00
<br />SQ FT
<br />107.00
<br />184,254.00
<br />462.00
<br />49,434.00
<br />49,434.00
<br />27%
<br />134,820.00
<br />47
<br />BITUMINOUSCURB
<br />3,103.00
<br />LIN FT
<br />1 3.75
<br />11,636.25
<br />3,614.00
<br />13,552.501
<br />13,552.50
<br />116%
<br />1916.25
<br />EJCDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EICDC. All rights reserved. 1 of 3
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