Progress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner: City of Arden Hills Owner's Project No.: PW-24-0100
<br />Engineer: Bolton & Menk, Inc. Engineer's Project No.: OT1.130168
<br />Contractor: S.M. Hentges & Sons, Inc. Agency's Project No.:
<br />Project: 2024 PMP Street & Utility Improvements
<br />Contract: 2024 PMP Street & Utility Improvements
<br />Application No.: 3 Application Period: From 06/29/24 to 08/01/24 Application Date: 08/02/24
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />F1
<br />F2
<br />G
<br />H
<br />I
<br />J
<br />K
<br />L
<br />Bid Item
<br />No.
<br />Description
<br />Contract
<br />Information
<br />Previous
<br />Estimate
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H + 1)
<br />($)
<br />% of
<br />Value of
<br />Item
<br />(J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />I($)
<br />Item Quantity
<br />Units
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(C X E)
<br />($)
<br />Quantity Previous
<br />Estimate
<br />Value Previous
<br />Estimate
<br />Estimated
<br />Quantity
<br />Incorporated in
<br />the Work
<br />Value of Work
<br />Completed to Date
<br />(E X G)
<br />($)
<br />Original Contract
<br />1
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />116,000.00
<br />116,000.00
<br />0.75
<br />87,000.00
<br />1.00
<br />116,000.00
<br />116,000.00
<br />100%
<br />-
<br />2
<br />CLEARING
<br />26.00
<br />EACH
<br />650.00
<br />16,900.00
<br />55.00
<br />35,750.00
<br />55.00
<br />35,750.00
<br />35,750.00
<br />212%
<br />(18,850.00)
<br />3
<br />GRUBBING
<br />26.00
<br />EACH
<br />320.00
<br />8,320.00
<br />55.00
<br />17,600.00
<br />55.00
<br />17,600.00
<br />17,600.00
<br />212%
<br />(9,280.00)
<br />4
<br />CLEARING
<br />0.07
<br />ACRE
<br />21,000.00
<br />1,470.00
<br />0.07
<br />1,470.00
<br />0.07
<br />1,470.00
<br />1,470.00
<br />100%
<br />-
<br />5
<br />GRUBBING
<br />0.07
<br />ACRE
<br />21,000.00
<br />1,470.00
<br />0.07
<br />1,470.00
<br />0.07
<br />1,470.00
<br />1,470.00
<br />100%
<br />-
<br />6
<br />REMOVE CASTING
<br />80.00
<br />EACH
<br />140.00
<br />11,200.00
<br />35.00
<br />4,900.00
<br />35.00
<br />4,900.00
<br />4,900.00
<br />44%
<br />6,300.00
<br />7
<br />REMOVE GATE VALVE & BOX
<br />4.00
<br />EACH
<br />495.00
<br />1,980.00
<br />4.00
<br />1,980.00
<br />4.00
<br />1,980.00
<br />1,980.00
<br />100%
<br />-
<br />8
<br />REMOVE VALVE BOX
<br />5.00
<br />EACH
<br />250.00
<br />1,250.00
<br />1.00
<br />250.00
<br />1.00
<br />250.00
<br />250.00
<br />20%
<br />1,000.00
<br />9
<br />REMOVE HYDRANT
<br />1.00
<br />EACH
<br />800.00
<br />800.00
<br />1.00
<br />800.00
<br />1.00
<br />800.00
<br />800.00
<br />100%
<br />-
<br />10
<br />REMOVE DRAINAGE STRUCTURE
<br />17.00
<br />EACH
<br />230.00
<br />3,910.00
<br />17.00
<br />3,910.00
<br />17.00
<br />3,910.00
<br />3,910.00
<br />100%
<br />-
<br />11
<br />REMOVE SIGN
<br />4.00
<br />EACH
<br />53.00
<br />212.00
<br />-
<br />-
<br />2.00
<br />106.00
<br />106.00
<br />50%
<br />106.00
<br />12
<br />SALVAGE GATE VALVE & BOX
<br />2.00
<br />EACH
<br />950.00
<br />1,900.00
<br />2.00
<br />1,900.00
<br />2.00
<br />1,900.00
<br />1,900.00
<br />100%
<br />-
<br />13
<br />SALVAGE PIPE APRON
<br />1.00
<br />EACH
<br />685.00
<br />685.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />685.00
<br />14
<br />SALVAGE SIGN
<br />4.00
<br />EACH
<br />53.00
<br />212.00
<br />-
<br />-
<br />2.00
<br />106.00
<br />106.00
<br />50%
<br />106.00
<br />15
<br />SALVAGE MAILBOX SUPPORT
<br />4.00
<br />EACH
<br />270.00
<br />1,080.00
<br />4.00
<br />1,080.00
<br />4.00
<br />1,080.00
<br />1,080.00
<br />100%
<br />-
<br />16
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />180.00
<br />LIN FT
<br />3.50
<br />630.00
<br />192.00
<br />672.00
<br />192.00
<br />672.00
<br />672.00
<br />107%
<br />(42.00)
<br />17
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />536.00
<br />LIN FT
<br />2.00
<br />1,072.00
<br />127.00
<br />254.00
<br />155.00
<br />310.00
<br />310.00
<br />29%
<br />762.00
<br />18
<br />REMOVE WATERMAIN
<br />671.00
<br />LIN FT
<br />15.00
<br />10,065.00
<br />671.00
<br />10,065.00
<br />671.00
<br />10,065.00
<br />10,065.00
<br />100%
<br />-
<br />19
<br />REMOVE SEWER PIPE (STORM)
<br />139.00
<br />LIN FT
<br />22.00
<br />3,058.00
<br />139.00
<br />3,058.00
<br />139.00
<br />3,058.00
<br />3,058.00
<br />100%
<br />-
<br />20
<br />REMOVE CURB & GUTTER
<br />1,002.00
<br />LIN FT
<br />3.50
<br />3,507.00
<br />717.00
<br />2,509.50
<br />867.00
<br />3,034.50
<br />3,034.50
<br />87%
<br />472.50
<br />21
<br />REMOVE CURB & GUTTER (SPOT)
<br />2,894.00
<br />LIN FT
<br />5.80
<br />16,785.20
<br />1,884.00
<br />10,927.20
<br />1,884.00
<br />10,927.20
<br />10,927.20
<br />65%
<br />5,858.00
<br />22
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />250.00
<br />SQYD
<br />8.00
<br />2,000.00
<br />265.00
<br />2,120.00
<br />265.00
<br />2,120.00
<br />2,120.00
<br />106%
<br />(120.00)
<br />23
<br />REMOVE CONCRETE PAVEMENT
<br />18.00
<br />SQYD
<br />15.00
<br />270.00
<br />18.00
<br />270.00
<br />18.00
<br />270.00
<br />270.00
<br />100%
<br />-
<br />24
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT
<br />10.00
<br />SQYD
<br />10.00
<br />100.00
<br />-
<br />-
<br />63.00
<br />630.00
<br />630.00
<br />630%
<br />(530.00)
<br />25
<br />REMOVE BITUMINOUS WALK
<br />4,565.00
<br />SQ FT
<br />0.70
<br />3,195.50
<br />4,565.00
<br />3,195.50
<br />4,565.00
<br />3,195.50
<br />3,195.50
<br />100%
<br />-
<br />26
<br />REMOVE SKIMMER WALL
<br />1.00
<br />EACH
<br />500.00
<br />500.00
<br />-
<br />-
<br />1.00
<br />500.00
<br />500.00
<br />100%
<br />-
<br />27
<br />GRADE CHANNEL
<br />140.00
<br />LIN FT
<br />17.00
<br />2,380.00
<br />72.00
<br />1,224.00
<br />72.00
<br />1,224.00
<br />1,224.00
<br />51%
<br />1,156.00
<br />28
<br />EXCAVATION - COMMON
<br />170.00
<br />CU YD
<br />27.00
<br />4,590.00
<br />-
<br />-
<br />170.00
<br />4,590.00
<br />4,590.00
<br />100%
<br />-
<br />29
<br />EXCAVATION - SUBGRADE
<br />207.00
<br />CU YD
<br />29.00
<br />6,003.00
<br />84.00
<br />2,436.00
<br />145.25
<br />4,212.25
<br />4,212.25
<br />70%
<br />1,790.75
<br />30
<br />SELECT GRANULAR EMBANKMENT
<br />77.00
<br />CU YD
<br />52.00
<br />4,004.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />4,004.00
<br />31
<br />COMMON EMBANKMENT
<br />50.00
<br />CU YD
<br />19.00
<br />950.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />950.00
<br />32
<br />STABILIZING AGGREGATE
<br />207.00
<br />CU YD
<br />34.00
<br />7,038.00
<br />84.00
<br />2,856.00
<br />145.25
<br />4,938.50
<br />4,938.50
<br />70%
<br />2,099.50
<br />33
<br />GEOTEXTILE FABRIC TYPE 7
<br />2,718.00
<br />SQYD
<br />2.60
<br />7,066.80
<br />2,718.00
<br />7,066.80
<br />2,718.00
<br />7,066.80
<br />7,066.80
<br />100%
<br />-
<br />34
<br />FULL DEPTH RECLAMATION
<br />21,787.00
<br />SQYD
<br />5.00
<br />108,935.00
<br />2,052.00
<br />10,260.00
<br />17,143.00
<br />85,715.00
<br />85,715.00
<br />79%
<br />23,220.00
<br />35
<br />HAUL FULL DEPTH RECLAMATION
<br />325.00
<br />CU YD
<br />15.00
<br />4,875.00
<br />372.04
<br />5,580.60
<br />372.04
<br />5,580.60
<br />5,580.60
<br />114%
<br />(705.60)
<br />36
<br />EXPLORATORY EXCAVATION
<br />24.00
<br />HOUR
<br />250.00
<br />6,000.00
<br />12.00
<br />3,000.00
<br />12.00
<br />3,000.00
<br />3,000.00
<br />50%
<br />3,000.00
<br />37
<br />REMOVE AND PATCH BITUMINOUS PAVEMENT
<br />1,291.00
<br />SQYD
<br />30.00
<br />38,730.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />38,730.00
<br />38
<br />MILL BITUMINOUS SURFACE (2.0")
<br />15,820.00
<br />SQYD
<br />1.30
<br />20,566.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />20,566.00
<br />39
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />2,254.00
<br />GAL
<br />3.60
<br />8,114.40
<br />25.00
<br />90.00
<br />125.00
<br />450.00
<br />450.00
<br />6%
<br />7,664.40
<br />40
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK
<br />10.00
<br />SQYD
<br />35.00
<br />350.00
<br />-
<br />-
<br />41.00
<br />1,435.00
<br />1,435.00
<br />410%
<br />(1,085.00)
<br />41
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />6,822.00
<br />TON
<br />98.00
<br />668,556.00
<br />247.38
<br />24,243.24
<br />1,492.43
<br />146,258.14
<br />146,258.14
<br />22%
<br />522,297.86
<br />42
<br />12" RC PIPE APRON
<br />1.00
<br />EACH
<br />1,280.00
<br />1,280.00
<br />1.00
<br />1,280.00
<br />1.00
<br />1,280.00
<br />11280.00
<br />100%
<br />-
<br />43
<br />INSTALL PIPE APRON
<br />1.00
<br />EACH
<br />450.00
<br />450.00
<br />1.00
<br />450.00
<br />1.00
<br />450.00
<br />450.00
<br />100%
<br />-
<br />44
<br />10" PVC PIPE APRON
<br />1.00
<br />EACH
<br />670.00
<br />670.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />670.00
<br />45
<br />TRASH GUARD FOR 36" SPAN PIPE APRON
<br />1.00
<br />EACH
<br />1,490.00
<br />1,490.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />1,490.00
<br />46
<br />12" RC PIPE SEWER
<br />438.00
<br />LIN FT
<br />70.00
<br />30,660.00
<br />438.00
<br />30,660.00
<br />438.00
<br />30,660.00
<br />30,660.00
<br />100%
<br />-
<br />47
<br />15" RC PIPE SEWER
<br />63.00
<br />LIN FT
<br />76.00
<br />4,788.00
<br />63.00
<br />4,788.00
<br />63.00
<br />4,788.00
<br />4,788.00
<br />100%
<br />-
<br />48
<br />18" RC PIPE SEWER
<br />20.00
<br />LIN FT
<br />88.00
<br />1,760.00
<br />20.00
<br />1,760.00
<br />20.00
<br />1,760.00
<br />1,760.00
<br />100%
<br />-
<br />49
<br />24" RC PIPE SEWER
<br />11.00
<br />LIN FT
<br />129.00
<br />1,419.00
<br />11.00
<br />1,419.00
<br />11.00
<br />1,419.00
<br />1,419.00
<br />100%
<br />-
<br />50
<br />65" SPAN RC PIPE -ARCH SEWER CL IIIA
<br />16.00
<br />LIN FT
<br />420.00
<br />6,720.00
<br />16.00
<br />6,720.00
<br />16.00
<br />6,720.00
<br />6,720.00
<br />100%
<br />-
<br />51
<br />CONNECT TO EXISTING STORM SEWER
<br />33.00
<br />EACH
<br />1,125.00
<br />37,125.00
<br />25.00
<br />28,125.00
<br />27.00
<br />30,375.00
<br />30,375.001
<br />82%1
<br />6,750.00
<br />52
<br />CONNECT TO EXISTING MANHOLES (STORM)
<br />1 5.001
<br />EACH
<br />1 810.00
<br />1 4,050.00
<br />5.001
<br />4,050.00
<br />1 5.001
<br />4,050.00
<br />1
<br />1 4,050.00
<br />100%
<br />-
<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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