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Progress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner,
<br />Engineer.
<br />Contractor:
<br />Project:
<br />Contract:
<br />City of Ramsey
<br />Owner's Project No,:
<br />Engineer's Project No.:
<br />Contractor's Project No.:
<br />Agency's Project No.:
<br />26-01
<br />Bolton & Menk, Inc
<br />25X.138779,26X.142868
<br />North Valley, Inc.
<br />2026 Bunker Lake Boulevard Reconstruction
<br />SAP 199-121-003
<br />Application No.: 3 Application Period: From 07/01/26 to 07/31/26 Application Date: 08/11/26
<br />A
<br />B
<br />C D E F
<br />F1 F2
<br />G H
<br />1
<br />1
<br />K
<br />L
<br />Bid Item
<br />No.
<br />Description
<br />Contract Information
<br />Previous Estimate
<br />Work Completed
<br />Materials Curremly Stored
<br />(not In G)
<br />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H+1)
<br />(Si _
<br />% of
<br />Value of
<br />Item
<br />(1 / F)
<br />(%)
<br />Balance to Finish (F
<br />-1)
<br />(Si
<br />Item Quantity
<br />Units
<br />Unit Price
<br />(Si
<br />Value of Bid Item
<br />(C X E)
<br />(5)
<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 />(E X G)
<br />(S)
<br />0 iginal Contract
<br />1
<br />MOBILIZATION
<br />1,00
<br />LUMP SUM
<br />67,816.36
<br />67.816.36
<br />1.00
<br />67,816.36
<br />1.00
<br />67,816.36
<br />67,816.36
<br />100%
<br />2
<br />CLEARING
<br />2.00
<br />ACRE
<br />1,086.79
<br />2,173.58
<br />2.00
<br />2,173.58
<br />2.00
<br />2,173.58
<br />2,173.58
<br />100%
<br />-
<br />3
<br />GRUBBING
<br />2.00
<br />ACRE
<br />1,086.79
<br />2,17358
<br />2.00
<br />2,173.58
<br />2.00
<br />2,173.58
<br />2,173,58
<br />100%
<br />-
<br />4
<br />PAVEMENT MARKING REMOVAL
<br />160.00
<br />LIN FT
<br />0.87
<br />139.20
<br />160.00
<br />139.20
<br />160.00
<br />139.20
<br />139.20
<br />100%
<br />-
<br />5
<br />PAVEMENT MARKING REMOVAL
<br />48.00
<br />512 FT
<br />3.26
<br />156.48
<br />48.00
<br />156.48
<br />48.00
<br />156.48
<br />156.48
<br />100%
<br />-
<br />6
<br />REMOVE PIPE APRON
<br />11.00
<br />EACH
<br />163.02
<br />1,793.22
<br />7.00
<br />1,141.14
<br />7.00
<br />1,141.14
<br />1,141.14
<br />64%
<br />652.08
<br />7
<br />REMOVE HYDRANT
<br />4.00
<br />EACH
<br />326.04
<br />1,304.16
<br />4.00
<br />1,304.16
<br />4.00
<br />1,304.16
<br />1,304.16
<br />100%
<br />-
<br />8
<br />REMOVE GATE VALVE & BOX
<br />4.00
<br />EACH
<br />711.85
<br />2,847.40
<br />4.00
<br />2,847.40
<br />4.00
<br />2,847.40
<br />2,847A0
<br />10096
<br />-
<br />9
<br />SALVAGE CASTING (SANITARY)
<br />9,00
<br />EACH
<br />175.20
<br />1,576.80
<br />11.00
<br />1,927.20
<br />11.00
<br />1,927.20
<br />1,927.20
<br />122%
<br />(350.40)
<br />10
<br />REMOVE DRAINAGE STRUCTURE
<br />3.00
<br />EACH
<br />603.17
<br />1,809.51
<br />2.00
<br />1,20634
<br />2.00
<br />1,206.34
<br />1,206.34
<br />67%
<br />603.17
<br />11
<br />REMOVE MARKER (UTIUTY)
<br />4.00
<br />EACH
<br />81.51
<br />326.04
<br />4.00
<br />326.04
<br />4.00
<br />326,04
<br />326.04
<br />100%
<br />-
<br />12
<br />REMOVE HANDHOLE
<br />1.00
<br />EACH
<br />608.60
<br />608.60
<br />1.00
<br />608.60
<br />1.00
<br />608.60
<br />608.60
<br />100%
<br />-
<br />13
<br />SALVAGE PIPE APRON
<br />1.00
<br />EACH
<br />271.70
<br />271.70
<br />1.00
<br />271.70
<br />1.00
<br />271.70
<br />271.70
<br />100%
<br />-
<br />14
<br />REMOVE SEWER PIPE (STORM)
<br />450.00
<br />LIN FT
<br />13.04
<br />5,868.00
<br />275.00
<br />3,586.00
<br />450.00
<br />5,868.00
<br />5,868.00
<br />10096
<br />-
<br />15
<br />REMOVE WATER MAIN
<br />125.00
<br />UN FT
<br />652
<br />815.00
<br />95.00
<br />619.40
<br />95.00
<br />619.40
<br />619.40
<br />76%
<br />195.60
<br />16
<br />REMOVE CURB AND GUTTER
<br />1,115.00
<br />LIN FT
<br />6.15
<br />6,857.25
<br />1,008.00
<br />6,199.20
<br />1,108.00
<br />6,814.20
<br />6,814.20
<br />99%
<br />43.05
<br />17
<br />REMOVE CONDUIT SYSTEM
<br />240.00
<br />LIN FT
<br />1.09
<br />261.60
<br />240.00
<br />261,60
<br />240.00
<br />261.60
<br />261.60
<br />100%
<br />-
<br />18
<br />REMOVE CONCRETE WALK
<br />330.00
<br />5t1YD
<br />11.64
<br />3,841.20
<br />278.00
<br />3,235.92
<br />278.00
<br />3,235.92
<br />3,235.92
<br />84%
<br />605.28
<br />19
<br />REMOVE BITUMINOUS PAVEMENT
<br />100.00
<br />Sta YD
<br />654
<br />654.00
<br />97.00
<br />63438
<br />97.00
<br />634.38
<br />634.38
<br />97%
<br />19.62
<br />20
<br />SALVAGE RANDOM RIPRAP
<br />12.00
<br />CU YD
<br />48.91
<br />586.92
<br />12.00
<br />586.92
<br />12.00
<br />586.92
<br />586.92
<br />100%
<br />-
<br />21
<br />EXCAVATION - COMMON
<br />5,455.00
<br />CU YD
<br />15.80
<br />136,189.00
<br />5,455.00
<br />86,189.00
<br />5,455.00
<br />86,189.00
<br />86,189,00
<br />100%
<br />-
<br />22
<br />COMMON EMBANKMENT
<br />3,250.00
<br />CU YD
<br />14.84
<br />48,230.00
<br />3,250.00
<br />48,230.00
<br />3,250.00
<br />48,230.00
<br />48,230,00
<br />100%
<br />23
<br />EXCAVATION-SUBGRADE
<br />100.00
<br />CU YD
<br />4891
<br />4,891.00
<br />-
<br />-
<br />90.0D
<br />4,401.90
<br />4,401.90
<br />90%
<br />469.10
<br />24
<br />STABILIZING AGGREGATE (CV).
<br />100.00
<br />CU YO
<br />13.86
<br />1,386.00
<br />-
<br />-
<br />90.0D
<br />1,247.40
<br />1,247,40
<br />90%
<br />138.60
<br />25
<br />DEWATERING
<br />1.00
<br />LUMP SUM
<br />16,301.79
<br />16,301.79
<br />1.00
<br />16,301.79
<br />1.00
<br />16,301.79
<br />16,301.79
<br />100%
<br />-
<br />26
<br />HAUL AND STOCKPILE BITUMINOUS MATERIAL
<br />950,00
<br />CU YD
<br />1035
<br />9,832.50
<br />1,538.00
<br />15,918.30
<br />1,538.00
<br />15,918.30
<br />15,918.30
<br />162%
<br />(6,085.80)
<br />27
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />80.00
<br />HOUR
<br />54.34
<br />4,347.20
<br />18.00
<br />978.12
<br />26.00
<br />L412,84
<br />1,412.84
<br />33%
<br />2,934.36
<br />28
<br />AGGREGATE BASE CLASS 5 MOO
<br />100.00
<br />TON
<br />0.01
<br />1.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />1.00
<br />29
<br />FULL DEPTH RECLAIMATION
<br />13,260.00
<br />SQYD
<br />2.48
<br />32,884.80
<br />13,267.00
<br />32,902.16
<br />13,267.00
<br />32,902.16
<br />32,902.16
<br />100%
<br />(17.36)
<br />30
<br />TYPE SP 95 WEARING COURSE MIXTURE (3,C)
<br />1,925,00
<br />TON
<br />84.31
<br />162,296.75
<br />3,933.13
<br />162,982.19
<br />1,933.13
<br />162,982,19
<br />162,982.19
<br />100%
<br />(685.44)
<br />31
<br />'TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />2,350.00
<br />TON
<br />78.88
<br />185,368.00
<br />2,350.19
<br />185,382.99
<br />2,350.19
<br />185,382.99
<br />185,382.99
<br />100%
<br />(14,99)
<br />32
<br />INSTALL PIPE APRON (SALVAGED)
<br />1.00
<br />EACH
<br />271.70
<br />271.70
<br />L00
<br />271.70
<br />1.00
<br />271.70
<br />271.70
<br />100%
<br />33
<br />15" RC PIPE APRON (W/ TRASH GUARD)
<br />5.00
<br />EACH
<br />760.75
<br />3,803.75
<br />2.00
<br />1,521.50
<br />5.00
<br />3,803.75
<br />3,803.75
<br />100%
<br />-
<br />34
<br />28" SPAN RC PIPE -ARCH APRON
<br />1.00
<br />EACH
<br />1,630.18
<br />1,630.18
<br />1.00
<br />1,630.18
<br />1.00
<br />1,630.18
<br />1,630.18
<br />100%
<br />35
<br />44" SPAN RC PIPE -ARCH APRON
<br />2.00
<br />EACH
<br />3,043.00
<br />6,086,00
<br />2.0D
<br />6,086.00
<br />2.00
<br />6,086.00
<br />5,086.00
<br />100%
<br />36
<br />12" RC PIPE SEWER CLASS V
<br />96.00
<br />UN FT
<br />65.21
<br />6,260,16
<br />96.00
<br />6,260.16
<br />96,00
<br />6,260.16
<br />6,260.16
<br />100%
<br />37
<br />15" RC PIPE SEWER CLASS V
<br />376.00
<br />LIN FT
<br />76.08
<br />28,606.08
<br />376.00
<br />28,606.08
<br />376.00
<br />28,606.08
<br />28,606.08
<br />100%
<br />38
<br />28" SPAN RC PIPE -ARCH SEWER CL IIA
<br />33.00
<br />LIN FT
<br />146.72
<br />4,841.76
<br />16.00
<br />2,347.52
<br />16.00
<br />2,347,52
<br />2,347.52
<br />48%
<br />2,494.24
<br />39
<br />44" SPAN RC PIPE -ARCH SEWER CL IIA
<br />49.00
<br />LIN FT
<br />222.79
<br />10,916.71
<br />24.00
<br />5,346.96
<br />24.00
<br />5,346.96
<br />5,346.96
<br />49%
<br />5,569.75
<br />40
<br />CONNECT TO EXISTING STORM SEWER
<br />15.00
<br />EACH
<br />706.41
<br />10,596.15
<br />15.00
<br />10,596.15
<br />15.00
<br />10,596.15
<br />10,596.15
<br />100%
<br />-
<br />41
<br />CLEAN AND TELEVISE STORM SEWER
<br />3,200.00
<br />UN FT
<br />2.83
<br />9,056.00
<br />520.00
<br />1,471.60
<br />3,176.00
<br />8,988.08
<br />8,988.08
<br />99%
<br />67.92
<br />42
<br />CONNECT TO EXISTING WATER MAIN
<br />4.00
<br />EACH
<br />1,630.18
<br />6,520.72
<br />4.00
<br />6,520.72
<br />4.00
<br />6,520.72
<br />6,520.72
<br />100%
<br />-
<br />43
<br />HYDRANT
<br />4.00
<br />EACH
<br />6,30336
<br />25,213.44
<br />4.00
<br />25,213.44
<br />4.00
<br />25,213.44
<br />25,213.44
<br />100%
<br />-
<br />44
<br />6" GATE VALVE AND BOX
<br />4.00
<br />EACH
<br />3,477.72
<br />13,910.88
<br />4.00
<br />13,910.88
<br />4.00
<br />13,910.88
<br />13,910.88
<br />100%
<br />-
<br />45
<br />ADJUST VALVE BOX
<br />15.00
<br />EACH
<br />309.73
<br />4,645.95
<br />15.00
<br />4,645.95
<br />15.00
<br />4,645.95
<br />4,645.95
<br />100%
<br />46
<br />6" WATERMAIN DUCTILE IRON CL 53
<br />75.00
<br />LIN FT
<br />108.68
<br />8,151.00
<br />71.00
<br />7,716.28
<br />71.00
<br />7,716.28
<br />7,71628
<br />95%
<br />434.72
<br />47
<br />DUCTILE IRON FITTINGS
<br />500.00
<br />POUND
<br />14.13
<br />7,065.00
<br />-
<br />-
<br />525.00
<br />7,418.25
<br />7,418.25
<br />105%
<br />(353.25)
<br />48
<br />INSTALL CASTING (SANITARY)
<br />9.00
<br />EACH
<br />635.77
<br />5,721.93
<br />11.00
<br />6,993.47
<br />11.00
<br />6,99347
<br />6,993.47
<br />122%
<br />(1,271.54)
<br />-
<br />49
<br />CASTING ASSEMBLY (STORM)
<br />19.00
<br />EACH
<br />787.92
<br />14,970.48
<br />19.00
<br />14,970.48
<br />19.00
<br />14,970A8
<br />14,970.48
<br />100%
<br />Unit Price
<br />EJCDC C-620 Contractor's Application for Payment
<br />(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.
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