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Contractor's Application for Payment
<br />Owner's Project No.:
<br />Engineer's Project No.:
<br />Agency's Project No.:
<br />1 From START to 05/31/24
<br />A C D E F F1 F2 G H I J K L
<br />Item Quantity 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 />($)
<br />B
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work
<br />Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />Application Date:Application Period:Application No.:
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />Previous Estimate
<br />05/31/24
<br />Progress Estimate - Unit Price Work
<br />City of Arden Hills
<br />Bolton & Menk, Inc.
<br />S.M. Hentges & Sons, Inc.
<br />2024 PMP Street & Utility Improvements
<br />2024 PMP Street & Utility Improvements
<br />Owner:
<br />0T1.130168
<br />PW-24-0100
<br />100 4.00 EACH 270.00 1,080.00 - - - - 1,080.00
<br />101 10.00 EACH 950.00 9,500.00 - - - - 9,500.00
<br />102 10.00 HOUR 320.00 3,200.00 - - - - 3,200.00
<br />103 1.00 LUMP SUM 5,000.00 5,000.00 - - - - 5,000.00
<br />104 67.00 EACH 165.00 11,055.00 - 67.00 11,055.00 11,055.00 100% -
<br />105 200.00 LIN FT 4.25 850.00 - - - - 850.00
<br />106 43.00 LIN FT 38.00 1,634.00 - - - - 1,634.00
<br />107 60.00 LIN FT 4.30 258.00 - - - - 258.00
<br />108 584.00 CU YD 43.00 25,112.00 - - - - 25,112.00
<br />109 195.00 SQ YD 19.50 3,802.50 - - - - 3,802.50
<br />110 4,406.00 SQ YD 4.10 18,064.60 - - - - 18,064.60
<br />111 150.00 LIN FT 2.20 330.00 - - - - 330.00
<br />112 512.00 SQ FT 6.50 3,328.00 - - - - 3,328.00
<br />113 1.00 LUMP SUM 6,700.00 6,700.00 - 0.75 5,025.00 5,025.00 75% 1,675.00
<br />114 126.00 LIN FT 6.50 819.00 - - - - 819.00
<br />115 150.00 LIN FT 4.50 675.00 - - - - 675.00
<br />116 90.00 LIN FT 21.00 1,890.00 - 90.00 1,890.00 1,890.00 100% -
<br />117 17,745.00 SQ FT 0.55 9,759.75 - - - - 9,759.75
<br />118 110.00 CU YD 37.00 4,070.00 - - - - 4,070.00
<br />119 110.00 CU YD 34.00 3,740.00 - - - - 3,740.00
<br />120 1,972.00 SQ YD 2.50 4,930.00 - - - - 4,930.00
<br />121 638.00 SQ FT 55.00 35,090.00 - 396.00 21,780.00 21,780.00 62% 13,310.00
<br />122 110.00 LIN FT 14.50 1,595.00 - 110.00 1,595.00 1,595.00 100% -
<br />123 585.00 SQ FT 14.80 8,658.00 - - - - 8,658.00
<br />124 17,745.00 SQ FT 1.90 33,715.50 - - - - 33,715.50
<br />125 28.00 EACH 10.00 280.00 - - - - 280.00
<br />126 126.00 LIN FT 42.00 5,292.00 - - - - 5,292.00
<br />127 40.00 LIN FT 42.00 1,680.00 - - - - 1,680.00
<br />128 100.00 SQ FT 58.00 5,800.00 - - - - 5,800.00
<br />129 150.00 LIN FT 12.00 1,800.00 - - - - 1,800.00
<br />130 30.00 HOUR 325.00 9,750.00 - 5.00 1,625.00 1,625.00 17% 8,125.00
<br />131 4,265.00 LIN FT 2.40 10,236.00 - - - - 10,236.00
<br />132 282.00 CU YD 43.00 12,126.00 - - - - 12,126.00
<br />133 2,024.00 SQ YD 4.00 8,096.00 - - - - 8,096.00
<br />134 1.00 LUMP SUM 4,200.00 4,200.00 - - - - 4,200.00
<br />135 205.00 CU YD 100.00 20,500.00 - - - - 20,500.00
<br />136 395.00 CU YD 110.00 43,450.00 - - - - 43,450.00
<br />137 1.00 LUMP SUM 2,450.00 2,450.00 - - - - 2,450.00
<br />138 1.00 LUMP SUM 2,930.00 2,930.00 - - - - 2,930.00
<br />139 1,541.00 LIN FT 2.40 3,698.40 - - - - 3,698.40
<br />2,238,418.15$ -$ 541,737.05$ -$ 541,737.05$ 24% 1,696,681.10$ Original Contract Totals
<br />SILT FENCE, TYPE MS
<br />FLOTATION SILT CURTAIN TYPE STILL WATER
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<br />COMMON TOPSOIL BORROW
<br />SODDING TYPE LAWN
<br />INSTALL SIGN
<br />DECIDUOUS TREE 2.5" CAL B&B
<br />TREE PRUNING
<br />STABILIZED CONSTRUCTION EXIT
<br />STORM DRAIN INLET PROTECTION
<br />REMOVE BITUMINOUS CURB
<br />REMOVE RETAINING WALL
<br />REMOVE BITUMINOUS WALK
<br />EXCAVATION - SUBGRADE
<br />STABILIZING AGGREGATE
<br />ROLLED EROSION PREVENTION CATEGORY 20 W/ SEED
<br />4" SOLID LINE MULTI-COMPONENT
<br />CROSSWALK MULTI-COMPONENT
<br />MOBILIZATION
<br />REMOVE CURB & GUTTER (SPOT)
<br />DRILL & GROUT REINF BAR (EPOXY COATED)
<br />CONCRETE CURB & GUTTER DESIGN B618 (SPOT)
<br />CONCRETE CURB DESIGN V
<br />TRUNCATED DOMES
<br />BITUMINOUS CURB
<br />SUBGRADE PREPARATION
<br />MODULAR BLOCK RETAINING WALL
<br />4" PERF TP PIPE DRAIN
<br />6" CONCRETE WALK
<br />3" BITUMINOUS WALK
<br />MUCK EXCAVATION (POND 1)
<br />MUCK EXCAVATION (POND 2)
<br />POND DEWATERING (POND 1)
<br />POND DEWATERING (POND 2)
<br />SILT FENCE, TYPE MS
<br />TREE PRUNING
<br />SILT FENCE, TYPE MS
<br />COMMON TOPSOIL BORROW
<br />ROLLED EROSION PREVENTION CATEGORY 20 W/ SEED
<br />MOBILIZATION
<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.3 of 3
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