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Contractor's Application for Final 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.: 7 - Final Application Period: From 10/30/21 to 11/30/21 Application Date: 11/30/21
<br />A
<br />B
<br />C D E F
<br />G H
<br />I
<br />J
<br />K
<br />L
<br />Bid Item No.
<br />Description
<br />Contract
<br />Information
<br />Work
<br />Completed
<br />Materials
<br />Currently Stored
<br />(not in G)
<br />($)
<br />Work Completed and
<br />Materials Stored to
<br />Date
<br />(H + 1)
<br />($)
<br />%of
<br />Value of
<br />Item
<br />(J / F)
<br />(%)
<br />Difference from Bid (F -J)
<br />($)
<br />Item quantity
<br />Units
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(C X E)
<br />($)
<br />Estimated
<br />quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X G)
<br />($)
<br />Original Contract
<br />1
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />177,588.57
<br />177,588.57
<br />1.00
<br />177,588.57
<br />177,588.57
<br />100%
<br />2
<br />CLEARING
<br />8.00
<br />TREE
<br />374.51
<br />2,996.08
<br />17.00
<br />6,366.67
<br />6,366.67
<br />213%
<br />(3,370.59)
<br />3
<br />GRUBBING
<br />8.00
<br />TREE
<br />535.01
<br />4,280.08
<br />17.00
<br />9,095.17
<br />9,095.17
<br />213%
<br />(4,815.09)
<br />4
<br />REMOVE MANHOLE
<br />2.00
<br />EACH
<br />948.78
<br />1,897.56
<br />2.00
<br />1,897.56
<br />1,897.56
<br />100%
<br />5
<br />ABANDON MANHOLE
<br />4.00
<br />EACH
<br />457.25
<br />1,829.00
<br />4.00
<br />1,829.00
<br />1,829.00
<br />100%
<br />6
<br />REMOVE CURB & GUTTER
<br />4,498.00
<br />LIN FT
<br />7.05
<br />31,710.90
<br />5,128.00
<br />36,152.40
<br />36,152.40
<br />114%
<br />(4,441.50)
<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 />LIN FT
<br />25.72
<br />1,543.20
<br />60.00
<br />1,543.20
<br />1,543.20
<br />100%
<br />9
<br />REMOVE BITUMINOUS PAVEMENT
<br />63,055.00
<br />SO YD
<br />1.58
<br />99,626.90
<br />63,402.00
<br />100,175.16
<br />100,175.16
<br />101%
<br />(548.26)
<br />10
<br />REMOVE CONCRETE PAVEMENT
<br />31,147.00
<br />SO FT
<br />1.05
<br />32,704.35
<br />22,131.00
<br />23,237.55
<br />23,237.55
<br />71%
<br />9,466.80
<br />11
<br />RELOCATE SPRINKLER SYSTEM (PER HEAD)
<br />71.00
<br />EACH
<br />53.50
<br />3,798.50
<br />117.00
<br />6,259.50
<br />6,259.50
<br />165%
<br />(2,461.00)
<br />12
<br />COMMON EXCAVATION (P)
<br />5,455.00
<br />CU YD
<br />15.41
<br />84,061.55
<br />5,495.00
<br />84,677.95
<br />84,677.95
<br />101%
<br />(616.40)
<br />13
<br />SUBGRADE EXCAVATION (EV)
<br />800.00
<br />CU YD
<br />23.29
<br />18,632.00
<br />1,862.03
<br />43,366.68
<br />43,366.68
<br />233%
<br />(24,734.68)
<br />14
<br />SELECT GRANULAR BORROW (CV)
<br />800.00
<br />CU YD
<br />25.94
<br />20,752.00
<br />1,646.00
<br />42,697.24
<br />42,697.24
<br />206%
<br />(21,945.24)
<br />15
<br />SALVAGED AGGREGATE FROM STOCKPILE (CV)
<br />864.00
<br />CU YD
<br />19.35
<br />16,718.40
<br />1,112.00
<br />21,517.20
<br />21,517.20
<br />129%
<br />(4,798.80)
<br />16
<br />AGGREGATE SURFACING (CV) CLASS 2
<br />131.00
<br />CU YD
<br />74.96
<br />9,819.76
<br />164.27
<br />12,313.68
<br />12,313.68
<br />125%
<br />(2,493.92)
<br />17
<br />FULL DEPTH RECLAMATION (9.5")
<br />4,917.00
<br />SO YD
<br />1.67
<br />8,211.39
<br />4,985.00
<br />8,324.95
<br />8,324.95
<br />101%
<br />(113.56)
<br />18
<br />FULL DEPTH RECLAMATION (12")
<br />33,844.00
<br />SO YD
<br />1.70
<br />57,534.80
<br />32,000.00
<br />54,400.00
<br />54,400.00
<br />95%
<br />3,134.80
<br />19
<br />BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL)
<br />1,299.00
<br />SO YD
<br />38.58
<br />50,115.42
<br />1,552.00
<br />59,876.16
<br />59,876.16
<br />119%
<br />(9,760.74)
<br />20
<br />BITUMINOUS PATCH SPECIAL (STREET)
<br />5,091.00
<br />SO YD
<br />32.81
<br />167,035.71
<br />3,914.19
<br />128,424.57
<br />128,424.57
<br />77%
<br />38,611.14
<br />21
<br />MILL BITUMINOUS SURFACE (TAPER 1.25" -0")
<br />81,135.00
<br />LIN FT
<br />0.77
<br />62,473.95
<br />76,737.00
<br />59,087.49
<br />59,087.49
<br />95%
<br />3,386.46
<br />22
<br />MILL BITUMINOUS SURFACE (1.5")
<br />5,237.00
<br />SO YD
<br />1.25
<br />6,546.25
<br />28,764.00
<br />35,955.00
<br />35,955.00
<br />549%
<br />(29,408.75)
<br />23
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />16,784.00
<br />TON
<br />58.58
<br />983,206.72
<br />14,891.51
<br />872,344.66
<br />872,344.66
<br />89%
<br />110,862.06
<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 />14,166.46
<br />926,911.48
<br />926,911.48
<br />86%
<br />147,645.41
<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 />4,521.37
<br />255,321.76
<br />255,321.76
<br />97%
<br />9,183.72
<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 />8,715.73
<br />512,746.40
<br />512,746.40
<br />93%
<br />40,314.43
<br />27
<br />CONCRETE FLUME
<br />3.00
<br />EACH
<br />642.01
<br />1,926.03
<br />3.00
<br />1,926.03
<br />1,926.03
<br />100%
<br />28
<br />18" RC PIPE SEWER CLASS V
<br />60.00
<br />LIN FT
<br />97.16
<br />5,829.60
<br />60.00
<br />5,829.60
<br />5,829.60
<br />100%
<br />29
<br />CONNECTTO EXISTING STORM SEWER
<br />2.00
<br />EACH
<br />897.35
<br />1,794.70
<br />2.00
<br />1,794.70
<br />1,794.70
<br />100%
<br />30
<br />CONNECTTO EXISTING SANITARY SEWER
<br />4.00
<br />EACH
<br />1,286.00
<br />5,144.00
<br />4.00
<br />5,144.00
<br />5,144.00
<br />100%
<br />31
<br />FILL&ABANDON PIPE
<br />1,055.00
<br />LIN FT
<br />10.86
<br />11,457.30
<br />1,055.00
<br />11,457.30
<br />11,457.30
<br />100%
<br />32
<br />8" PIPE SEWER -DIRECTIONAL DRILLED
<br />731.00
<br />LIN FT
<br />91.45
<br />66,849.95
<br />691.00
<br />63,191.95
<br />63,191.95
<br />95%
<br />3,658.00
<br />33
<br />ADJUSTVALVE BOX
<br />76.00
<br />EACH
<br />124.74
<br />9,480.24
<br />71.00
<br />8,856.54
<br />8,856.54
<br />93%
<br />623.70
<br />34
<br />ADJUST FRAME & RING CASTING
<br />196.00
<br />EACH
<br />500.62
<br />98,121.52
<br />197.00
<br />98,622.14
<br />98,622.14
<br />101%
<br />(500.62)
<br />35
<br />CASTING ASSEMBLY
<br />20.00
<br />EACH
<br />588.51
<br />11,770.20
<br />23.00
<br />13,535.73
<br />13,535.73
<br />115%
<br />(1,765.53)
<br />36
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007
<br />47.40
<br />LIN FT
<br />554.41
<br />26,279.03
<br />47.40
<br />26,279.03
<br />26,279.03
<br />100%
<br />37
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />4.001
<br />LIN FT
<br />645.86
<br />2,583.44
<br />4.00
<br />2,583.44
<br />2,583.44
<br />100%
<br />38
<br />CONSTRUCT8" OUTSIDE DROP
<br />3.70
<br />LIN FT
<br />988.79
<br />3,658.52
<br />3.70
<br />3,658.52
<br />3,658.52
<br />100%
<br />39
<br />4" CONCRETE WALK
<br />8,796.00
<br />SO FT
<br />5.89
<br />51,808.44
<br />8,440.00
<br />49,711.60
<br />49,711.60
<br />96%
<br />2,096.84
<br />40
<br />7" CONCRETE WALK
<br />14,712.00
<br />SO FT
<br />7.49
<br />110,192.88
<br />10,242.00
<br />76,712.58
<br />76,712.58
<br />70%
<br />33,480.30
<br />41
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />4,913.00
<br />SO FT
<br />7.49
<br />36,798.37
<br />4,080.76
<br />30,564.89
<br />30,564.89
<br />83%
<br />6,233.48
<br />42
<br />CONCRETE CURB & GUTTER DESIGN B412
<br />1,945.00
<br />LIN FT
<br />16.05
<br />31,217.25
<br />1,853.00
<br />29,740.65
<br />29,740.65
<br />95%
<br />1,476.60
<br />43
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />3,804.00
<br />LIN FT
<br />27.82
<br />105,827.28
<br />3,589.00
<br />99,845.98
<br />99,845.98
<br />94%
<br />5,981.30
<br />44
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />744.00
<br />LIN FT
<br />27.82
<br />20,698.08
<br />420.00
<br />11,684.40
<br />11,684.40
<br />56%
<br />9,013.68
<br />45
<br />7" CONCRETE VALLEY GUTTER
<br />2,726.00
<br />SO FT
<br />7.49
<br />20,417.74
<br />524.00
<br />3,924.76
<br />3,924.761
<br />19%1
<br />16,492.98
<br />46
<br />TRUNCATED DOMES
<br />1,722.00
<br />SO FT
<br />107.00
<br />184,254.00
<br />1,101.00
<br />117,807.00
<br />117,807.00
<br />64%
<br />66,447.00
<br />47
<br />BITUMINOUS CURB
<br />3,103.00
<br />LIN FT
<br />3.75
<br />11,636.25
<br />3,614.00
<br />13,552.50
<br />13,552.50
<br />.6%
<br />(1,916.25)
<br />48
<br />RELOCATE MAILBOX
<br />14.00
<br />EACH
<br />133.75
<br />1,872.50
<br />12.001
<br />1,605.00
<br />1 1,605.00
<br />86%1
<br />267.50
<br />49
<br />LOOP DETECTOR DESIGN NMC
<br />34.00
<br />EACH
<br />1,063.73
<br />36,166.82
<br />34.901
<br />37,124.18
<br />1 37,124.18
<br />103%
<br />(957.36)
<br />EJCDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 1 of 4
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