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Owner: City of Elk RN., Owner's Project No.:
<br />Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.12908Z
<br />Contract.: North Valley Inc. Cantmd.r's Pro)ect No.:
<br />Project: 2023 Slreet Improvements Prop. Agency's Project N.,
<br />Contract:
<br />Applitation No.: 8 Application Period: From 11/17/23 to O6/07/24 Application Date: D6/07/24
<br />A
<br />B
<br />C D E F
<br />FIL F2
<br />G H
<br />I
<br />I
<br />K
<br />Bid Item
<br />NO.
<br />pleoripliker
<br />Contract
<br />lnfertri
<br />Prefdous
<br />Estimate
<br />Work Completed
<br />Materials Currently Stared
<br />(not In G)
<br />Wark Completed
<br />and Marini
<br />Stored W Date
<br />(N+I)
<br />%of
<br />Value of
<br />Item
<br />(1/F)
<br />Neln Qwn
<br />Units
<br />Unit Price
<br />($
<br />Value of Bid Item
<br />(CX E)
<br />($
<br />Quantity Previous
<br />Estimate
<br />Value Previous
<br />Estimate
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(EXG)
<br />48
<br />VE BOX
<br />ADJUSTREMOVE
<br />7U.00
<br />EACH
<br />240.95
<br />16,866.50
<br />36.00
<br />9,674.20
<br />36.00
<br />8,674.20
<br />8,674.20
<br />51%
<br />49
<br />& REPLACE
<br />REMOVE & REPLACE VALVE BOX
<br />14.00
<br />EACH
<br />1,991.13
<br />27,735.82
<br />6.00
<br />11,886.78
<br />6.00
<br />11,886.78
<br />11,8%.78
<br />43%
<br />50
<br />6" WATEPMAIN DUCTILE IRON CL 52
<br />150.00
<br />LIN FT
<br />74.96
<br />11,244.00
<br />162.00
<br />12.24332
<br />162.00
<br />12,143.52
<br />12.143.52
<br />108%
<br />51
<br />8" WATERMAIN DUCTILE IR0N CL 52
<br />3,07.DO
<br />UN FT
<br />91.02
<br />320.309.14
<br />3,793.00
<br />345,Z3&06
<br />3,793.00
<br />345,238.86
<br />345,238.86
<br />105%
<br />52
<br />10" WATERMAIN DUCTILE IRON CL 52
<br />715.00
<br />LIN FT
<br />101.73
<br />72.736.95
<br />676.OD
<br />68769.48
<br />676.00
<br />68,769.48
<br />68,769.48
<br />95%
<br />53
<br />G" GATE VALVE &BOX
<br />30.00
<br />EACH
<br />1 2,516.57
<br />25,165.70
<br />10.00
<br />25,16530
<br />10.00
<br />25,165.70
<br />25.165.70
<br />100%
<br />54
<br />8" GATE VALVE & BOX
<br />7.00
<br />EACH
<br />3,533.90
<br />24,737.30
<br />9.00
<br />31,805.10
<br />9.00
<br />31,805.10
<br />31,805A0
<br />129%
<br />55
<br />10'GATE VALVE&BOX
<br />2.00
<br />EACH
<br />4,926.05
<br />9,B5Z.10
<br />2.00
<br />%1152.10
<br />2.00
<br />91852.10
<br />9,852.10
<br />10094
<br />56
<br />HYDRANT
<br />1D.00
<br />EACH
<br />7,228.44
<br />72,284.40
<br />10.00
<br />72,284.40
<br />10.00
<br />72,284.40
<br />72,284.40
<br />100%
<br />57
<br />WATERMAIN FITTINGS
<br />2,480.00
<br />POUND
<br />12.95
<br />31,868.00
<br />2,281.00
<br />29,310.95
<br />1,281.00
<br />29,310,85
<br />29310.85
<br />92%
<br />58
<br />ADJUST CASTING (MANHOLE)
<br />164.00
<br />EACH
<br />408.93
<br />67,064.52
<br />154.00
<br />62,975.22
<br />154.00
<br />62,975.22
<br />52.975.2Z
<br />94%
<br />59
<br />ADJUST CASTING (CATCH BASIN)
<br />29.00
<br />EACH
<br />626.46
<br />18167.34
<br />33.G0
<br />20,673.1E
<br />33.00
<br />20,673.18
<br />70,673.18
<br />114%
<br />0CASTING
<br />ASSEMBLY
<br />21.00
<br />EACH
<br />1,247.57
<br />26198.97
<br />21.00
<br />26,198.97
<br />21.00
<br />25,199.97
<br />Z6,198.97
<br />ID0%
<br />61
<br />CONSTRUCT DRAINAGE STRUCTURE(2'X3')
<br />49.90
<br />UN FT
<br />54039
<br />26,985.42
<br />46.70
<br />250254,89
<br />46.70
<br />25,254.99
<br />Z5,254.89
<br />94%
<br />62
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 46-4020
<br />28.00
<br />UN FT
<br />685.36
<br />190190.08
<br />18.00
<br />1 19,190.08
<br />28.OD
<br />19,1%.OB
<br />19, 190.08
<br />1 1W°6
<br />63
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 49-0022
<br />19.90
<br />LIN FT
<br />733.55
<br />14,597.65
<br />23.60
<br />17,31J,38
<br />23.60
<br />17.311.76
<br />17,311.78
<br />119%
<br />64
<br />CONSTRUCT DRAINAGE SKIMMER STRUCTURE 72")
<br />1.00
<br />LUMP SUM
<br />18,204.95
<br />19,204.95
<br />1.00
<br />18204.95
<br />1.00
<br />18,204.95
<br />182D4.95
<br />1DO%
<br />65
<br />4"CONCRETE WALK
<br />1,743.00
<br />SQ FT
<br />5.35
<br />9,325.05
<br />1,358.00
<br />7,265.30
<br />1,358.00
<br />7,265.30
<br />7,265.30
<br />78%
<br />66
<br />6"CONCRETE WALK
<br />4,248.00
<br />SQ FT
<br />6,43
<br />27,314.64
<br />2,585.00
<br />16,621.55
<br />2,505.00
<br />16,621.55
<br />16.622.55
<br />61%
<br />67
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />12,799.00
<br />SQ FT
<br />7.50
<br />95,992.50
<br />11,992.25
<br />89,941.88
<br />11,992.25
<br />89,941.88
<br />89,9g1.88
<br />94%
<br />68
<br />CONCRETE CURB&GUTTEfl DESIGN B412
<br />9,314.00
<br />UN FT
<br />1].13
<br />159,548.82
<br />9,232.00
<br />158,144.16
<br />9,232.W
<br />158,144.16
<br />158,144.16
<br />99%
<br />69
<br />CONCRETE CURB& GUTTER DESIGN B616
<br />1,105.D0
<br />LIN FT
<br />27%4
<br />30763.20
<br />1,352.00
<br />37,639.69
<br />1,352.00
<br />37.639.68
<br />37,639,68
<br />122%
<br />70
<br />CONCRETE CURB& GUTTER DESIGN SPECIAL
<br />1,250.00
<br />LIN FT
<br />27.84
<br />34,80OW
<br />889.00
<br />24,749.76
<br />889.00
<br />24.749.76
<br />24.749.76
<br />71%
<br />71
<br />7" CONCRETE VALLEY GUTTER
<br />844.00
<br />SOFT
<br />16.06
<br />13,554,64
<br />603.00
<br />9,684.18
<br />W3.00
<br />9,684.18
<br />9,684.18
<br />71%
<br />72
<br />TRUNCATED DOMES
<br />546.00
<br />SQ FT
<br />53.54
<br />29,232.84
<br />474.00
<br />25,377, 96
<br />474.00
<br />25,377.96
<br />25,377.%
<br />87%
<br />73
<br />BITUMINOUS CURB
<br />9,950.00
<br />LIN FT
<br />3.21
<br />21,939.50
<br />2.050.00
<br />6,580.50
<br />1050.00
<br />6,580.50
<br />6,580.50
<br />21%
<br />74
<br />RELOCATE MAILBOX
<br />64.DO
<br />EACH
<br />187.40
<br />31,993.W
<br />64.00
<br />11,993.60
<br />64.00
<br />11,993.60
<br />11,993,60
<br />IDO%
<br />75
<br />TRAFFIC CONTROL
<br />1.00
<br />LUMP SUM
<br />16,491.55
<br />16,491.55
<br />1.OD
<br />16,491.55
<br />1.00
<br />26.491.55
<br />16,491.55
<br />100%
<br />76
<br />SIGN PANELS TYPE C
<br />155.00
<br />SQ FT
<br />58.%
<br />9,188.40
<br />53.00
<br />3,121.70
<br />53,00
<br />3,121070
<br />3,121.70
<br />34%
<br />77
<br />STABILIZED CONSTRUCTION EXIT
<br />3,00
<br />EACH
<br />535.44
<br />1,606.32
<br />1.00
<br />535.44
<br />1.00
<br />535.44
<br />535.44
<br />33%
<br />78
<br />STORM DRAIN INLET PROTECTION
<br />23.00
<br />EACH
<br />240.55
<br />5,541.85
<br />4.00
<br />963.80
<br />4.00
<br />963.60
<br />9,53.80
<br />17%
<br />79
<br />SILT FENCE,TYPEMS
<br />1,P8.00
<br />UN FT
<br />1.98
<br />3,520.44
<br />110D6.00
<br />1.991.88
<br />1.006.00
<br />11991.98
<br />1.991.88
<br />57%
<br />80 ISEDIMENT
<br />CONTROL LOG TYPE WOOD CHIP
<br />170.0)
<br />UN FT
<br />3.21
<br />545,70
<br />359.00
<br />1,152.39
<br />359.00
<br />1,152.39
<br />1,152.39
<br />211%
<br />el
<br />COMMON TOPSOIL BORROW(LV)
<br />1,045.00
<br />CU YD 1
<br />49.97
<br />52,218.65
<br />1,599.00
<br />1 79,902.03
<br />1,599ml
<br />79,902.03
<br />79,902.03
<br />153%
<br />92
<br />FERTILIZER TYPE 3
<br />963.00
<br />POUND
<br />1.07
<br />1,030.41
<br />2,030.00
<br />2,172.10
<br />20030.W
<br />21172.30
<br />2,272.10
<br />211%
<br />83
<br />SEEDING
<br />2.90
<br />ACRE
<br />428.35
<br />1,242.2E
<br />5.80
<br />2,484.43
<br />5.80
<br />2,484.43
<br />2,45443
<br />200%
<br />84
<br />SEED MIXTURE 25-151
<br />754.00
<br />POUND
<br />5.14
<br />3,875.56
<br />1,653.00
<br />8,49642
<br />1,653.00
<br />8,496.4E
<br />8,496.4E
<br />219%
<br />fly
<br />SEED MIXTURE 35-641
<br />6.00
<br />POUND
<br />42.56
<br />255.36
<br />7.00
<br />297.92
<br />TOO
<br />297.92
<br />297.9E
<br />117%
<br />86
<br />HYDRAULIC BONDED FIBER MATRIX
<br />9,623.00
<br />ACRE
<br />1.45
<br />13,953.35
<br />22,500.00
<br />32,625.00
<br />22,500.00
<br />32, 625.00
<br />32,625.00
<br />234%
<br />87
<br />LANDSCAPING MULCH
<br />5.00
<br />CU YD
<br />69.61
<br />348.05
<br />5.W
<br />348.05
<br />5.00
<br />348.05
<br />346.05
<br />100%
<br />88
<br />24"SOLID LINE MULTI-COMPONENT(WHITE)
<br />61.00
<br />LIN FT
<br />6.96
<br />466.32
<br />99.00
<br />689.04
<br />99.00
<br />689.04
<br />689.04
<br />148%
<br />89
<br />CROSSWALK MULTI{OMPONENT (WHITE
<br />679.00
<br />SQ FT
<br />5,89
<br />3,993.42
<br />414.DD
<br />2.438.46
<br />414,00
<br />2,438.46
<br />2,438.46
<br />61%
<br />90
<br />PAVEMENT MESSAGE MULTI{OMPONENT
<br />1.00
<br />EACH
<br />107.09
<br />107.09
<br />I.W
<br />107.09
<br />1.00
<br />f07.09
<br />107.09
<br />100%
<br />011Inal Contract Totals
<br />$ 5,433355.71
<br />$ S,13S,26B.38
<br />$ 5,135,268.38
<br />$
<br />$ 5,135,268.38
<br />95%
<br />EJCDC C-620 Contractor's Appllcaflon for Payment
<br />Unit Price (c) 2018 National Society of Prafesslonal Engineers for EJCOC. All rights reserved. 2 of 3
<br />Page 37 of 372
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