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Owner: CIrV of Elk River Dwnel's Project No.:
<br />Engineer, Bohon & Menk, Inc. Engineer's Project No,: 0111.128082
<br />Contractor: North VJ.y Inc. Contractor's Project No.:
<br />PrOleet: 2023 Street Improvements PTa)e[L Agency's Project No.:
<br />Contratt:
<br />Application No.: 6 A"Hutfan Period: From 11/17/23 to 06/07/24 Applcation Date: 06/07/24
<br />A
<br />8
<br />C D E F
<br />F1 F2
<br />G H
<br />I
<br />1
<br />K
<br />ail teem
<br />No.
<br />Desoi Non
<br />Contract
<br />Informatl4n
<br />Prealous
<br />EsUmate
<br />Work Completed
<br />Materials Currently Stored
<br />(not inG
<br />151
<br />Work Completed
<br />and Materials
<br />5tored to Date
<br />(Hal)
<br />I51
<br />%of
<br />Value of
<br />Item
<br />(1/FI
<br />1%)
<br />Nam
<br />Unka
<br />Unit Price
<br />($
<br />Value of Bid Item
<br />ICXEI
<br />I51
<br />Quamity Previous
<br />Estlmate
<br />Value Prevous
<br />Ertimate
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value o/work
<br />Completed to Date
<br />(EX6)
<br />I51
<br />Ori
<br />final ContraR
<br />1
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />190,173.88
<br />190,171.88
<br />1.W
<br />iW,171.88
<br />1.00
<br />1W,171.88
<br />1W,171.88
<br />IW%
<br />2
<br />CLEARING
<br />7.00
<br />TREE
<br />321.26
<br />2,240.9E
<br />10.W
<br />3,212.60
<br />10.00
<br />3,212.60
<br />3,212, 601
<br />M.
<br />3
<br />GRUBBING
<br />TOD
<br />TREE
<br />107.09
<br />749.53
<br />10.00
<br />1.070.90
<br />10.W
<br />1,070.90
<br />1,070.9D
<br />143%
<br />4
<br />REMOVE STRUCTURE
<br />9.00
<br />EACH
<br />374.81
<br />3,373.29
<br />6.00
<br />2,998.49
<br />11.00
<br />2,998.48
<br />2,9 98.40
<br />B.
<br />5
<br />REMOVE HYDRANT
<br />11.W
<br />EACH
<br />428.35
<br />4,711.85
<br />10.W
<br />4,283.50
<br />10.W
<br />4,293.50
<br />4.283.50
<br />91%
<br />6
<br />REMOVE SIGN
<br />14.00
<br />EACH
<br />26.77
<br />374.78
<br />33.00
<br />883.41
<br />33.00
<br />883.41
<br />983.41
<br />236%
<br />7
<br />REMOVE CONCRETE CURB&GUTTER
<br />2,072.00
<br />LIN FT
<br />7.29
<br />15,!,"
<br />2371.00
<br />17,284.59
<br />2,371.00
<br />17,284.59
<br />17,284.59
<br />114%
<br />8
<br />REMOVESITUMINOUSCURB
<br />9,850.00
<br />LIN FT
<br />1.07
<br />30,539.50
<br />1,SB5.00
<br />1,695.95
<br />1,585.00
<br />1,695.95
<br />1,695.95
<br />16%
<br />9
<br />REMOVE PIPE SEWERS
<br />15C.00
<br />LIN FT
<br />21.42
<br />3,213.00
<br />173.130
<br />3,705.66
<br />173.00
<br />3,705.66
<br />3,705.66
<br />115%
<br />10
<br />REMOVE WATERMAIN
<br />4,491.00
<br />LIN FT
<br />3.22
<br />14,416.11
<br />4,578.00
<br />14,695.39
<br />4,578.D0
<br />14.695.30
<br />14,695.38
<br />102%
<br />11
<br />REMOVE CONCRETE PAVEMENT
<br />S,Z76.00
<br />I SO FT
<br />1.51
<br />],966.76
<br />11,422.00
<br />1 17,247.22
<br />11,422.00
<br />17,247.22
<br />17,241.22
<br />216%
<br />12
<br />REMOVE POLES
<br />2.00
<br />EACH
<br />535.44
<br />1,070.98
<br />13
<br />SALVAGE&RESTO0.E IRRIGATION SYSTEM
<br />1L00
<br />EACH
<br />491.90
<br />5,3D0.90
<br />11.00
<br />5,30D.90
<br />11.00
<br />5,300.90
<br />S,3D0.90
<br />100%
<br />14
<br />FURNISH AND INSTALL SPRINKLER HEAD
<br />117.00
<br />EACH
<br />139.21
<br />16,287.57
<br />47.00
<br />6,5112.87
<br />47.00
<br />6,542.97
<br />6,542.87
<br />40%
<br />IS
<br />SALVAGE & REINSTALL MEDIAN DELINIATORS
<br />105,00
<br />UN FT
<br />107.09
<br />11,244.45
<br />105.00
<br />11,244 AS
<br />105.00
<br />11,244.45
<br />11,244.45
<br />100%
<br />16
<br />SALVAGE&REINSTALL SIGN
<br />35.00
<br />EACH
<br />160.63
<br />5,622.05
<br />16.W
<br />2,570.08
<br />16.00
<br />2,570.08
<br />2.570.08
<br />46%
<br />17
<br />SALVAGE& REINSTALL FENCE
<br />40.00
<br />LIN FT
<br />53.54
<br />2,141.60
<br />45.26
<br />2,423.2E
<br />45.26
<br />2,423.2E
<br />2,423.22
<br />113%
<br />18
<br />SALVAGE & REINSTALL GATE
<br />1,00
<br />EACH
<br />2,891.39
<br />2,891.38
<br />I.W
<br />2.891.38
<br />S.W
<br />2,893.38
<br />2,891.38
<br />300%
<br />19
<br />COMMON EXCAVATION (CV) (P)
<br />9,962.00
<br />CU YD
<br />27.83
<br />277,241.46
<br />9,962.00
<br />277,242.46
<br />9,962.00
<br />277,242.46
<br />217.242,46
<br />SW%
<br />20
<br />ISUBGRADE EXCAVATION(EV)
<br />8000)
<br />CU YD
<br />27.93
<br />22264.00
<br />394.00
<br />30,965.02
<br />3W.00
<br />10,965.UZ
<br />10,965.02
<br />49%
<br />21
<br />POND EXCAVATION (EV)
<br />457,00
<br />CU YD
<br />21.42
<br />9,708.w
<br />458.00
<br />9,810.36
<br />458.00
<br />9,910.36
<br />9,810.36
<br />100%
<br />22
<br />E%PIORAT00.Y E%CAVA710N
<br />10.00
<br />HOURS
<br />535.44
<br />5,354.40
<br />23
<br />SELECT GRANULAR BORROW ICY)
<br />800.00
<br />CU YD
<br />23.38
<br />101704OW
<br />387.W
<br />9,048.D6
<br />387.00
<br />9,D48.06
<br />9,048.06
<br />49%
<br />24
<br />SALVAGED AGGREGATE F ROM STOCKPILE (CV) (P)
<br />4,022.0
<br />CU YD
<br />13.21
<br />53,130.62
<br />7,2W.00
<br />95,112.W
<br />7,200.00
<br />95,112.W
<br />95,112.00
<br />179%
<br />25
<br />AGGREGATE SURFACING 2
<br />( CV) CLASS
<br />W.W
<br />CU YD
<br />67.47
<br />2,024.10
<br />14.00
<br />944.58
<br />14.00
<br />944.58
<br />9 1.511
<br />47%
<br />26
<br />RANDOM RIPRAP CLASS IV
<br />55.W
<br />CU YD
<br />128.51
<br />7,05&05
<br />45.50
<br />5,047.21
<br />45.50
<br />5,847,21
<br />5,847.21
<br />83%
<br />27
<br />FULL DEPTH RECLAMATION(10")
<br />28,159.0
<br />SO YO
<br />1.30
<br />36,606.70
<br />39,B16.W
<br />51,76D.60
<br />31,816,00
<br />51.70.80
<br />51.760.90
<br />141%
<br />ZS
<br />BITUMINOUS PATCH SPECIAL(DRIVEWAY/TRAIL
<br />875.W
<br />SQYD
<br />33.89
<br />297653075
<br />1,577.40
<br />53,456.09
<br />1,571AD
<br />53,4513.09
<br />530458.09
<br />IBO%
<br />29
<br />BITUMINOUS PATCH SPECIAL (STREET)
<br />11,996.00
<br />SO YD
<br />31.33
<br />375,834.68
<br />0,862,00
<br />2]],646.46
<br />8,862.W
<br />277,646.46
<br />2]],646.46
<br />74%
<br />30
<br />MILL BITUMINOUS SURFACE (TAPER 0)
<br />169,680.00
<br />UN FT
<br />0.54
<br />91,087.20
<br />152,110.00
<br />02,139.0
<br />152,110.W
<br />82,139.40
<br />92,139.40
<br />90%
<br />31
<br />MI LL BITUMINOUS SURFACE(I.5")
<br />1L406.W
<br />SQYO
<br />1.38
<br />15,740.28
<br />11,319.00
<br />15,618.6A
<br />11,310.00
<br />15.6181"
<br />15,518.94
<br />99%
<br />32
<br />TYPESP 9.5 WEARING COURSE MIXURE(2,C)
<br />Z6.869.00
<br />TON
<br />84.57
<br />2,272,311.33
<br />24,W5.W
<br />2.0300102.85
<br />24,005.00
<br />2,030,10Z.05
<br />2,030,1D2.85
<br />89%
<br />33
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C)
<br />4,220.W
<br />TON
<br />78.37
<br />33U,721.40
<br />4.416.50
<br />341.121.11
<br />4,411.11
<br />11,111.11
<br />346,121.11
<br />25%
<br />34
<br />CONCRETE FLUME
<br />3,DO
<br />EACH
<br />535.44
<br />1,606.32
<br />3.W
<br />1,606.32
<br />3.W
<br />1,606.32
<br />10606.32
<br />100%
<br />35
<br />24" PPE ARONSUAR.)
<br />2.
<br />EACH
<br />4,203.52
<br />8,567.04
<br />2.0
<br />8,567.04
<br />2.W
<br />8,567.04
<br />8,567.04
<br />1W%
<br />RRC C(WITSHV
<br />CPISEWERLAS
<br />95.W
<br />66.93
<br />6,356.35
<br />87.36
<br />S.BZ2.91
<br />87.W
<br />5,822.91
<br />5,822.91
<br />92%
<br />37
<br />15"RC PIPE SEWER CLASS
<br />190.00
<br />UN TT
<br />74.96
<br />14,242.40
<br />192.00
<br />14,392.32
<br />192.00
<br />14,392.31
<br />14,392.32
<br />101%
<br />38
<br />21" RC PIPE SEWER CLASS V
<br />36100
<br />LIN FT
<br />94,24
<br />34,209.12
<br />363.03
<br />34,209.12
<br />363.W
<br />14.209.12
<br />34,209.1E
<br />S00%
<br />39
<br />24"RC PIPE SEWER ClA55V
<br />148.W
<br />LIN FT
<br />128.51
<br />19,019.48
<br />148.W
<br />19,D19.48
<br />1Q CO
<br />19,0A."
<br />19,019.48
<br />1W%
<br />40
<br />BULKHEAD STORM PIPE 1
<br />4.00
<br />EACH
<br />267.72
<br />1,070.88
<br />5.W
<br />1,338.60
<br />5.W
<br />11338.60
<br />1,330.60
<br />125%
<br />41
<br />CONNECTTO EXISTING STORM SEWER
<br />8.00
<br />EACH
<br />1,606.32
<br />12.050.56
<br />9.00
<br />14,456.88
<br />9.00
<br />14,456.891
<br />24,456.88
<br />113%
<br />42
<br />FILL &ABANDON PIPE
<br />205.00
<br />LIN FT
<br />19.28
<br />4,010.24
<br />140.00
<br />2,699.20
<br />140.001
<br />2,699.20
<br />1
<br />2.699.70
<br />67%
<br />43
<br />SANITARY SEWER SERVICE REPAIR
<br />5.W
<br />EACH
<br />1,070.B8
<br />5,354.40
<br />EDO
<br />10,709,80
<br />10.W
<br />10,708.go
<br />10,709.80
<br />200%
<br />44
<br />SANITARY SEWER SERVICE REPAIR(ROOT DAMAGE)
<br />6.W
<br />EACH
<br />1,D70.88
<br />6,425.28
<br />17.W
<br />19,204.96
<br />17.W
<br />iB,Z04.96
<br />18,204.96
<br />283%
<br />45
<br />TEMPORARY WATER SERVICE
<br />1.W
<br />LUMPSUM
<br />26,771.99
<br />26,T71.99
<br />1.W
<br />26,771.99
<br />1.00
<br />26,T71.99
<br />126,771.99
<br />iW%
<br />46
<br />CONNECTTO EXISTING WATERSERVICE
<br />57.0
<br />EACH
<br />1,177.97
<br />67,144.29
<br />56.W
<br />65,966.321
<br />56.00
<br />65,966.32
<br />165,966.3E
<br />98%
<br />47
<br />CONNECTTO EXISTING WATERMAIN
<br />4.00
<br />EACH
<br />2,677.20
<br />101709080
<br />4.W
<br />30,708.80
<br />1 40C
<br />10,708.80
<br />110,]OB.80
<br />1lX)%
<br />-CDC C-620 Contra ,O Application for Payment
<br />Unit Price (c) 201B National S daty of Professional Engineers for UCDG All righ. reserved. 1 of 3
<br />Page 36 of 372
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