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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 />50 16.00 LIN FT 420.00 6,720.00 - - - - 6,720.00
<br />51 33.00 EACH 1,125.00 37,125.00 - 8.00 9,000.00 9,000.00 24% 28,125.00
<br />52 5.00 EACH 810.00 4,050.00 - 1.00 810.00 810.00 20% 3,240.00
<br />53 1.00 EACH 5,990.00 5,990.00 - - - - 5,990.00
<br />54 1.00 EACH 2,650.00 2,650.00 - - - - 2,650.00
<br />55 4.00 EACH 160.00 640.00 - - - - 640.00
<br />56 8.00 EACH 2,400.00 19,200.00 - - - - 19,200.00
<br />57 650.00 LIN FT 82.00 53,300.00 - - - - 53,300.00
<br />58 543.00 LIN FT 82.00 44,526.00 - - - - 44,526.00
<br />59 9.00 LIN FT 750.00 6,750.00 - - - - 6,750.00
<br />60 1.00 LUMP SUM 12,400.00 12,400.00 - 1.00 12,400.00 12,400.00 100% -
<br />61 6.00 EACH 1,850.00 11,100.00 - 6.00 11,100.00 11,100.00 100% -
<br />62 1.00 EACH 7,150.00 7,150.00 - 1.00 7,150.00 7,150.00 100% -
<br />63 5.00 EACH 835.00 4,175.00 - - - - 4,175.00
<br />64 19.00 EACH 460.00 8,740.00 - - - - 8,740.00
<br />65 4.00 EACH 890.00 3,560.00 - 5.00 4,450.00 4,450.00 125% (890.00)
<br />66 2.00 EACH 3,230.00 6,460.00 - 2.00 6,460.00 6,460.00 100% -
<br />67 3.00 EACH 4,200.00 12,600.00 - 3.00 12,600.00 12,600.00 100% -
<br />68 2.00 EACH 7,000.00 14,000.00 - 2.00 14,000.00 14,000.00 100% -
<br />69 4.00 EACH 1,000.00 4,000.00 - 4.00 4,000.00 4,000.00 100% -
<br />70 171.00 LIN FT 48.00 8,208.00 - 168.00 8,064.00 8,064.00 98% 144.00
<br />71 12.00 LIN FT 150.00 1,800.00 - 12.00 1,800.00 1,800.00 100% -
<br />72 39.00 LIN FT 220.00 8,580.00 - 43.00 9,460.00 9,460.00 110% (880.00)
<br />73 625.00 LIN FT 51.00 31,875.00 - 704.00 35,904.00 35,904.00 113% (4,029.00)
<br />74 12.00 SQ YD 115.00 1,380.00 - - - - 1,380.00
<br />75 353.00 LB 19.00 6,707.00 - 426.00 8,094.00 8,094.00 121% (1,387.00)
<br />76 46.00 EACH 950.00 43,700.00 - - - - 43,700.00
<br />77 58.00 EACH 980.00 56,840.00 - 22.00 21,560.00 21,560.00 38% 35,280.00
<br />78 2.00 EACH 770.00 1,540.00 - - - - 1,540.00
<br />79 4.00 LIN FT 610.00 2,440.00 - - - - 2,440.00
<br />80 8.00 LIN FT 405.00 3,240.00 - 3.81 1,543.05 1,543.05 48% 1,696.95
<br />81 26.00 LIN FT 540.00 14,040.00 - 6.37 3,439.80 3,439.80 25% 10,600.20
<br />82 81.00 LIN FT 500.00 40,500.00 - 39.65 19,825.00 19,825.00 49% 20,675.00
<br />83 7.00 LIN FT 845.00 5,915.00 - - - - 5,915.00
<br />84 9.00 LIN FT 1,770.00 15,930.00 - - - - 15,930.00
<br />85 19.00 EACH 460.00 8,740.00 - - - - 8,740.00
<br />86 8.00 EACH 6,800.00 54,400.00 - - - - 54,400.00
<br />87 68.00 CU YD 200.00 13,600.00 - - - - 13,600.00
<br />88 80.00 SQ FT 16.80 1,344.00 - - - - 1,344.00
<br />89 4,565.00 SQ FT 2.20 10,043.00 - - - - 10,043.00
<br />90 12.00 EACH 9.00 108.00 - - - - 108.00
<br />91 1,002.00 LIN FT 23.50 23,547.00 - 717.00 16,849.50 16,849.50 72% 6,697.50
<br />92 722.00 LIN FT 42.00 30,324.00 - - - - 30,324.00
<br />93 2,172.00 LIN FT 38.50 83,622.00 - 1,436.00 55,286.00 55,286.00 66% 28,336.00
<br />94 250.00 SQ YD 91.00 22,750.00 - 229.00 20,839.00 20,839.00 92% 1,911.00
<br />95 18.00 SQ YD 125.00 2,250.00 - 9.00 1,125.00 1,125.00 50% 1,125.00
<br />96 36.00 SQ FT 55.00 1,980.00 - - - - 1,980.00
<br />97 4.00 EACH 300.00 1,200.00 - - - - 1,200.00
<br />98 1.00 LUMP SUM 10,200.00 10,200.00 - 0.75 7,650.00 7,650.00 75% 2,550.00
<br />99 2.50 SQ FT 35.00 87.50 - - - - 87.50
<br />REINSTATE LATERALS
<br />SEWER PIPE GROUTING
<br />LINING SEWER PIPE 12"
<br />LINING SEWER PIPE 12" (STORM)
<br />CEMENTITIOUS LINING SANITARY MANHOLE
<br />65" SPAN RC PIPE-ARCH SEWER CL IIIA
<br />CONNECT TO EXISTING STORM SEWER
<br />CONNECT TO EXISTING MANHOLES (STORM)
<br />SANITARY SEWER SPOT REPAIR
<br />JOINT SEALING SANITARY MANHOLE
<br />1" CORPORATION STOP
<br />6" GATE VALVE & BOX
<br />8" GATE VALVE & BOX
<br />12" GATE VALE & BOX
<br />1" CURB STOP & BOX
<br />TEMPORARY WATER SERVICE
<br />CONNECT TO EXISTING WATERMAIN
<br />HYDRANT
<br />VALVE BOX
<br />ADJUST VALVE BOX
<br />DUCTILE IRON FITTINGS
<br />CASTING ASSEMBLY (SANITARY)
<br />CASTING ASSEMBLY (STORM)
<br />ADJUST FRAME & RING CASTING (STORM)
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN H
<br />1" TYPE PE PIPE
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />12" WATERMAIN DUCTILE IRON CL 52
<br />8" PVC WATERMAIN (C900)
<br />4" POLYSTYRENE INSULATION
<br />GROUT CATCH BASIN OR MANHOLE
<br />SAFL BAFFLE
<br />RANDOM RIPRAP CLASS III
<br />6" CONCRETE WALK
<br />3" BITUMINOUS WALK
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3'
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020
<br />7" CONCRETE VALLEY GUTTER
<br />TRUNCATED DOMES
<br />INSTALL MAILBOX SUPPORT
<br />TRAFFIC CONTROL
<br />SIGN PANELS TYPE C
<br />DRILL & GROUT REINF BAR (EPOXY COATED)
<br />CONCRETE CURB & GUTTER DESIGN B618
<br />CONCRETE CURB & GUTTER DESIGN B618 (SPOT)
<br />CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />6" CONCRETE DRIVEWAY PAVEMENT
<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.2 of 3
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