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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 />N
<br />Balance to Finish
<br />(F - J)
<br />($)
<br />Item Quantity
<br />Units
<br />Unit Price
<br />($)
<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 />106
<br />FLOTATION SILT CURTAIN TYPE STILL WATER
<br />43.00
<br />LIN FT
<br />38.00
<br />1,634.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />1,634.00
<br />107
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<br />60.00
<br />LIN FT
<br />4.30
<br />258.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />258.00
<br />108
<br />COMMON TOPSOIL BORROW
<br />584.00
<br />CU YID
<br />43.00
<br />25,112.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />25,112.00
<br />109
<br />SODDING TYPE LAWN
<br />195.00
<br />SQ YID
<br />19.50
<br />3,802.50
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3,802.50
<br />110
<br />ROLLED EROSION PREVENTION CATEGORY 20 W/ SEED MIXTURE (XX-
<br />4,406.00
<br />SQ YID
<br />4.10
<br />18,064.60
<br />445.00
<br />1,824.50
<br />2,970.00
<br />12,177.00
<br />12,177.00
<br />67%
<br />5,887.60
<br />111
<br />4" SOLID LINE MULTI -COMPONENT
<br />150.00
<br />LIN FT
<br />2.20
<br />330.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />330.00
<br />112
<br />CROSSWALK MULTI -COMPONENT
<br />512.00
<br />SQ FT
<br />6.50
<br />3,328.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3,328.00
<br />113
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />6,700.00
<br />6,700.00
<br />0.75
<br />5,025.00
<br />1.00
<br />6,700.00
<br />6,700.00
<br />100%
<br />-
<br />114
<br />REMOVE CURB & GUTTER (SPOT)
<br />126.00
<br />LIN FT
<br />6.50
<br />819.00
<br />98.00
<br />637.00
<br />124.00
<br />806.00
<br />806.00
<br />98%1
<br />13.00
<br />115
<br />REMOVE BITUMINOUS CURB
<br />150.00
<br />LIN FT
<br />4.50
<br />675.00
<br />150.00
<br />675.00
<br />150.00
<br />675.00
<br />675.00
<br />100%
<br />-
<br />116
<br />REMOVE RETAINING WALL
<br />90.00
<br />LIN FT
<br />21.00
<br />1,890.00
<br />90.00
<br />1,890.00
<br />90.00
<br />1,890.00
<br />1,890.00
<br />100%
<br />-
<br />117
<br />REMOVE BITUMINOUS WALK
<br />17,745.00
<br />SQ FT
<br />0.55
<br />9,759.75
<br />12,065.00
<br />6,635.75
<br />17,745.00
<br />9,759.75
<br />9,759.75
<br />100%
<br />-
<br />118
<br />EXCAVATION - SUBGRADE
<br />110.00
<br />CU YID
<br />37.00
<br />4,070.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />4,070.00
<br />119
<br />STABILIZING AGGREGATE
<br />110.00
<br />CU YID
<br />34.00
<br />3,740.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3,740.00
<br />120
<br />SUBGRADE PREPARATION
<br />1,972.00
<br />SC, YID
<br />2.50
<br />4,930.00
<br />1,340.00
<br />3,350.00
<br />1,972.00
<br />4,930.00
<br />4,930.00
<br />100%
<br />-
<br />121
<br />MODULAR BLOCK RETAINING WALL
<br />638.00
<br />SQ FT
<br />55.00
<br />35,090.00
<br />396.00
<br />21,780.00
<br />396.00
<br />21,780.00
<br />21,780.00
<br />62%
<br />13,310.00
<br />122
<br />4" PERF TP PIPE DRAIN
<br />110.00
<br />LIN FT
<br />14.50
<br />1,595.00
<br />110.00
<br />1,595.00
<br />110.00
<br />1,595.00
<br />1,595.00
<br />100%
<br />-
<br />123
<br />6" CONCRETE WALK
<br />585.00
<br />SQ FT
<br />14.80
<br />8,658.00
<br />225.00
<br />3,330.00
<br />464.00
<br />6,867.20
<br />6,867.20
<br />79%
<br />1,790.80
<br />124
<br />3" BITUMINOUS WALK
<br />17,745.00
<br />SQ FT
<br />1.90
<br />33,715.50
<br />12,065.00
<br />22,923.50
<br />17,745.00
<br />33,715.50
<br />33,715.50
<br />100%
<br />-
<br />125
<br />DRILL & GROUT REINF BAR (EPDXY COATED)
<br />28.00
<br />EACH
<br />10.00
<br />280.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />280.00
<br />126
<br />CONCRETE CURB & GUTTER DESIGN B618 (SPOT)
<br />126.00
<br />LIN FT
<br />42.00
<br />5,292.00
<br />68.00
<br />2,856.00
<br />84.00
<br />3,528.00
<br />3,528.00
<br />67%
<br />1,764.00
<br />127
<br />CONCRETE CURB DESIGN V
<br />40.00
<br />LIN FT
<br />42.00
<br />1,680.00
<br />30.00
<br />1,260.00
<br />40.00
<br />1,680.00
<br />1,680.00
<br />100%
<br />-
<br />128
<br />TRUNCATED DOMES
<br />100.00
<br />SQ FT
<br />58.00
<br />5,800.00
<br />64.00
<br />3,712.00
<br />108.00
<br />6,264.00
<br />6,264.00
<br />108%
<br />(464.00)
<br />129
<br />BITUMINOUS CURB
<br />150.00
<br />LIN FT
<br />12.00
<br />1,800.00
<br />-
<br />-
<br />150.00
<br />1,800.00
<br />1,800.00
<br />100%
<br />-
<br />130
<br />TREE PRUNING
<br />30.00
<br />HOUR
<br />325.00
<br />9,750.00
<br />5.00
<br />1,625.00
<br />5.00
<br />1,625.00
<br />1,625.00
<br />17%
<br />8,125.00
<br />131
<br />SILT FENCE, TYPE MS
<br />4,265.00
<br />LIN FT
<br />2.40
<br />10,236.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />10,236.00
<br />132
<br />COMMON TOPSOIL BORROW
<br />282.00
<br />CU YID
<br />43.00
<br />12,126.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />12,126.00
<br />133
<br />ROLLED EROSION PREVENTION CATEGORY 20 W/ SEED MIXTURE (XX-
<br />2,024.00
<br />SQ YID
<br />4.00
<br />8,096.00
<br />-
<br />-
<br />95.00
<br />380.00
<br />380.00
<br />5%
<br />7,716.00
<br />134
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />4,200.00
<br />4,200.00
<br />-
<br />-
<br />1.00
<br />4,200.00
<br />4,200.00
<br />100%
<br />-
<br />135
<br />MUCK EXCAVATION (POND 1)
<br />205.00
<br />CU YID
<br />100.00
<br />20,500.00
<br />-
<br />-
<br />205.00
<br />20,500.00
<br />20,500.00
<br />100%
<br />-
<br />136
<br />MUCK EXCAVATION (POND 2)
<br />395.00
<br />CU YID
<br />110.00
<br />43,450.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />43,450.00
<br />137
<br />POND DEWATERING (POND 1)
<br />1.00
<br />LUMP SUM
<br />2,450.00
<br />2,450.00
<br />-
<br />-
<br />1.00
<br />2,450.00
<br />2,450.00
<br />100%
<br />-
<br />138
<br />POND DEWATERING (POND 2)
<br />1.00
<br />LUMP SUM
<br />2,930.00
<br />2,930.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />2,930.00
<br />139
<br />SILT FENCE, TYPE MS
<br />1,541.00
<br />LIN FT
<br />2.40
<br />3,698.40
<br />-
<br />-
<br />-
<br />-
<br />-
<br />3,698.40
<br />Original Contract Totals
<br />$ 2,238,418.15
<br />$ 798,883.94
<br />$ 1,279,800.59
<br />$ -
<br />$ 1,279,800.59
<br />57%
<br />$ 958,617.56
<br />EJCDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 4
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