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Unit Price
<br />EJCDC C-620 Contractor's Application for Payment
<br />(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 4
<br />Progress Estimate - Unit Price Work Contractor's Application for Payment
<br />Owner:City of Little Canada Owner's Project No.:24-PW42
<br />Engineer:Bolton & Menk, Inc.Engineer's Project No.:0N1.125375
<br />Contractor:Miller Excavating, Inc.Agency's Project No.:200-101-012
<br />Project:2024 Street Improvements
<br />Contract:
<br />Application No.:2 Application Period: From 06/01/24 to 06/30/24 Application Date:07/02/24
<br />A B C D E F F1 F2 G H I J K L
<br />Bid Item
<br />No.Description
<br />Contract Information Previous Estimate Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work
<br />Completed and
<br />Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<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 />BASE BID
<br />PART 1 - STREETS
<br />1 MOBILIZATION 1.00 LS 54,000.00 54,000.00 0.50 27,000.00 0.70 37,800.00 37,800.00 70%16,200.00
<br />2 CLEARING 3.00 EA 711.80 2,135.40 -----2,135.40
<br />3 CLEAR AND GRUB BRUSH 10.00 HR 1,052.78 10,527.80 -----10,527.80
<br />4 SALVAGE & REINSTALL MAIL BOX & SUPPORT 2.00 EA 182.51 365.02 -----365.02
<br />5 SALVAGE & REINSTALL SIGN WITH NEW POST 4.00 EA 384.34 1,537.36 -----1,537.36
<br />6 REMOVE CURB & GUTTER (SPOT REPAIR)990.00 LF 13.64 13,503.60 60.00 818.40 920.00 12,548.80 12,548.80 93%954.80
<br />7 SALVAGE FENCE 10.00 LF 20.95 209.50 -----209.50
<br />8 SAWCUT BITUMINOUS PAVEMENT 685.00 LF 1.76 1,205.60 160.00 281.60 160.00 281.60 281.60 23%924.00
<br />9 REMOVE BITUMINOUS PAVEMENT 1,260.00 SY 12.00 15,120.00 -----15,120.00
<br />10 REMOVE BITUMINOUS PAVEMENT - TRAIL 3,250.00 SY 6.38 20,735.00 --616.00 3,930.08 3,930.08 19%16,804.92
<br />11 REMOVE BITUMINOUS PAVEMENT - CORRECTIVE REPAIR 550.00 SY 5.85 3,217.50 -----3,217.50
<br />12 REMOVE CONCRETE DRIVEWAY PAVEMENT 270.00 SY 10.38 2,802.60 --565.92 5,874.28 5,874.28 210%(3,071.68)
<br />13 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 814.00 SY 7.19 5,852.66 --164.00 1,179.16 1,179.16 20%4,673.50
<br />14 LANDSCAPING ALLOWANCE 1.00 ALLOW 1,000.00 1,000.00 -----1,000.00
<br />15 FINISH GRADING - TRAIL 3,250.00 SY 1.91 6,207.50 --616.00 1,176.56 1,176.56 19%5,030.94
<br />16 MILL BITUMINIOUS JOINT 160.00 LF 131.77 21,083.20 -----21,083.20
<br />17 SELECT GRANULAR BORROW 580.00 CY 20.62 11,959.60 34.14 703.98 34.14 703.98 703.98 6%11,255.62
<br />18 SUBGRADE EXCAVATION 10.00 CY 18.60 186.00 -----186.00
<br />19 COMMON EXCAVATION 980.00 CY 18.73 18,355.40 -----18,355.40
<br />20 COMMON LABORERS 25.00 HR 89.08 2,227.00 -----2,227.00
<br />21 STREET SWEEPER W/ PICKUP BROOM 50.00 HR 157.64 7,882.00 --8.00 1,261.12 1,261.12 16%6,620.88
<br />22 WATER 50.00 MGAL 56.36 2,818.00 -----2,818.00
<br />23 AGGREGATE BASE CLASS 5 470.00 CY 38.74 18,207.80 --66.38 2,571.52 2,571.52 14%15,636.28
<br />24 BITUMINOUS PATCH SPECIAL 400.00 SY 22.85 9,140.00 -----9,140.00
<br />25 BITUMINOUS PATCHING MIX 70.00 TN 227.22 15,905.40 --63.58 14,447.14 14,447.14 91%1,458.26
<br />26 MILL BITUMINIOUS SURFACE (3")8,840.00 SY 1.47 12,994.80 --8,942.00 13,144.74 13,144.74 101%(149.94)
<br />27 JOINT ADHESIVE (MASTIC)6,456.00 LF 0.35 2,259.60 -----2,259.60
<br />28 BITUMINOUS UNDERSEAL 8,840.00 SY 2.64 23,337.60 --8,942.00 23,606.88 23,606.88 101%(269.28)
<br />29 BITUMINOUS MATERIAL FOR TACK COAT 730.00 GAL 3.26 2,379.80 -----2,379.80
<br />30 TYPE SP 12.5 NON WEARING COURSE MIX (3,C)140.40 TN 93.00 13,057.20 -----13,057.20
<br />31 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) - CORRECTIVE
<br />REPAIR
<br />230.00 TN 104.75 24,092.50 -----24,092.50
<br />32 TYPE SP 9.5 WEARING COURSE MIX (3,C)1,650.00 TN 102.00 168,300.00 --793.40 80,926.80 80,926.80 48%87,373.20
<br />33 TYPE SP 9.5 WEARING COURSE MIX (3,C) - DRIVEWAYS 200.00 TN 90.00 18,000.00 --37.72 3,394.73 3,394.73 19%14,605.27
<br />34 TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL 680.40 TN 114.00 77,565.60 -----77,565.60
<br />35 CONCRETE CURB AND GUTTER (SPOT REPAIR)990.00 LF 38.43 38,045.70 --317.00 12,182.31 12,182.31 32%25,863.39
<br />36 CONCRETE CURB AND GUTTER (MACHINE FORM)790.00 LF 26.24 20,729.60 --603.00 15,822.72 15,822.72 76%4,906.88
<br />37 CONCRETE VALLEY GUTTER 180.00 SY 148.24 26,683.20 -----26,683.20
<br />38 8" CONCRETE DRIVEWAY PAVEMENT 210.00 SY 105.55 22,165.50 --209.29 22,090.57 22,090.57 100%74.93
<br />39 TRAFFIC CONTROL 1.00 LS 19,000.00 19,000.00 0.50 9,500.00 0.70 13,300.00 13,300.00 70%5,700.00
<br />40 RAILROAD FLAGGING 1.00 ALLOW 3,500.00 3,500.00 -----3,500.00
<br />41 PRUNE TREES 10.00 HR 350.00 3,500.00 -----3,500.00
<br />42 EROSION CONTROL SUPERVISOR 1.00 LS 2,965.91 2,965.91 0.25 741.48 0.70 2,076.14 2,076.14 70%889.77
<br />43 STORM DRAIN INLET PROTECTION 21.00 EA 154.63 3,247.23 --10.00 1,546.30 1,546.30 48%1,700.93
<br />44 SEDIMENT CONTROL LOG TYPE WOOD FIBER 200.00 LF 5.34 1,068.00 --200.00 1,068.00 1,068.00 100%-
<br />45 SILT FENCE TYPE MS 100.00 LF 5.68 568.00 --5.00 28.40 28.40 5%539.60
<br />46 SODDING TYPE LAWN 540.00 SY 17.57 9,487.80 -----9,487.80
<br />47 COMMON TOPSOIL BORROW 400.00 CY 47.16 18,864.00 -----18,864.00
<br />48 WATER (TURF ESTABLISHMENT)6.00 MGAL 140.89 845.34 -----845.34
<br />DocuSign Envelope ID: 82A833E6-3084-496B-96BE-99EEF4882E6B
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