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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 />6 From 09/29/23 to 10/31/23
<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 />1 1.00 LS 43,600.00 43,600.00 1.00 43,600.00 1.00 43,600.00 43,600.00 100% -
<br />2 51.00 EACH 220.00 11,220.00 51.00 11,220.00 51.00 11,220.00 11,220.00 100% -
<br />3 14.00 EACH 95.28 1,333.92 14.00 1,333.92 14.00 1,333.92 1,333.92 100% -
<br />4 14.00 EACH 40.12 561.68 14.00 561.68 14.00 561.68 561.68 100% -
<br />5 430.00 LF 2.67 1,148.10 397.00 1,059.99 536.00 1,431.12 1,431.12 125% (283.02)
<br />6 470.00 LF 2.67 1,254.90 444.00 1,185.48 444.00 1,185.48 1,185.48 94% 69.42
<br />7 80.00 LF 5.00 400.00 196.00 980.00 146.00 730.00 730.00 183% (330.00)
<br />8 240.00 SY 7.74 1,857.60 442.00 3,421.08 442.00 3,421.08 3,421.08 184% (1,563.48)
<br />9 70.00 SY 17.12 1,198.40 88.00 1,506.56 189.00 3,235.68 3,235.68 270% (2,037.28)
<br />10 30.00 SY 15.69 470.70 16.00 251.04 16.00 251.04 251.04 53% 219.66
<br />11 10.00 SY 28.34 283.40 21.00 595.14 21.00 595.14 595.14 210% (311.74)
<br />12 27.00 SY 15.69 423.63 43.00 674.67 43.00 674.67 674.67 159% (251.04)
<br />13 1,850.00 LF 3.27 6,049.50 2,896.00 9,469.92 2,896.00 9,469.92 9,469.92 157% (3,420.42)
<br />14 1,193.00 CY 22.22 26,508.46 1,849.00 41,084.78 1,849.00 41,084.78 41,084.78 155% (14,576.32)
<br />15 210.00 CY 30.35 6,373.50 - - 301.28 9,143.81 9,143.81 143% (2,770.31)
<br />16 344.00 CY 6.05 2,081.20 1,153.00 6,975.65 1,153.00 6,975.65 6,975.65 335% (4,894.45)
<br />17 1,655.00 CY 9.38 15,523.90 1,175.00 11,021.50 1,175.00 11,021.50 11,021.50 71% 4,502.40
<br />18 330.00 CY 21.69 7,157.70 - - - - - 7,157.70
<br />19 210.00 CY 30.71 6,449.10 - - - - - 6,449.10
<br />20 752.00 CY 13.89 10,445.28 1,109.00 15,404.01 1,109.00 15,404.01 15,404.01 147% (4,958.73)
<br />21 16,800.00 SY 2.76 46,368.00 16,880.00 46,588.80 16,880.00 46,588.80 46,588.80 100% (220.80)
<br />22 7,100.00 LF 0.71 5,041.00 - - - - - 5,041.00
<br />23 860.00 GAL 2.01 1,728.60 125.00 251.25 725.00 1,457.25 1,457.25 84% 271.35
<br />24 1,590.00 TON 98.00 155,820.00 3.60 352.80 1,388.60 136,082.80 136,082.80 87% 19,737.20
<br />25 70.00 TON 225.00 15,750.00 79.00 17,775.00 79.00 17,775.00 17,775.00 113% (2,025.00)
<br />26 1,590.00 TON 95.00 151,050.00 1,341.00 127,395.00 1,381.00 131,195.00 131,195.00 87% 19,855.00
<br />27 7,100.00 LF 16.75 118,925.00 6,977.00 116,864.75 6,989.00 117,065.75 117,065.75 98% 1,859.25
<br />28 2,100.00 LF 13.91 29,211.00 2,111.00 29,364.01 2,111.00 29,364.01 29,364.01 101% (153.01)
<br />29 195.00 SY 69.69 13,589.55 113.00 7,874.97 336.00 23,415.84 23,415.84 172% (9,826.29)
<br />30 45.00 SY 123.05 5,537.25 - - - - - 5,537.25
<br />31 174.00 SY 196.93 34,265.82 219.00 43,127.67 219.00 43,127.67 43,127.67 126% (8,861.85)
<br />32 10.00 SY 62.61 626.10 - - - - - 626.10
<br />33 14.00 EACH 145.42 2,035.88 14.00 2,035.88 14.00 2,035.88 2,035.88 100% -
<br />34 1.00 LS 2,808.15 2,808.15 0.75 2,106.11 0.75 2,106.11 2,106.11 75% 702.04
<br />35 14.00 EACH 225.66 3,159.24 14.00 3,159.24 35.27 7,959.25 7,959.25 252% (4,800.01)
<br />36 64.00 SF 58.17 3,722.88 56.00 3,257.52 56.00 3,257.52 3,257.52 88% 465.36
<br />37 1.00 LS 3,225.26 3,225.26 0.50 1,612.63 0.50 1,612.63 1,612.63 50% 1,612.63
<br />38 40.00 HR 1.00 40.00 - - - - - 40.00
<br />39 22.00 EACH 149.93 3,298.46 27.00 4,048.11 27.00 4,048.11 4,048.11 123% (749.65)
<br />40 500.00 LF 3.17 1,585.00 1,562.00 4,951.54 1,562.00 4,951.54 4,951.54 312% (3,366.54)
<br />41 500.00 CY 38.57 19,285.00 300.00 11,571.00 1,205.00 46,476.85 46,476.85 241% (27,191.85)
<br />42 3,280.00 SY 1.93 6,330.40 547.00 1,055.71 1,096.00 2,115.28 2,115.28 33% 4,215.12
<br />43 2,860.00 SY 1.93 5,519.80 1,842.00 3,555.06 3,800.00 7,334.00 7,334.00 133% (1,814.20)
<br />44 280.00 SY 5.63 1,576.40 - - - - - 1,576.40
<br />45 370.00 SY 8.70 3,219.00 - - 458.00 3,984.60 3,984.60 124% (765.60)
<br />46 160.00 MGAL 97.18 15,548.80 14.00 1,360.52 14.00 1,360.52 1,360.52 9% 14,188.28
<br />47 4,270.00 LF 0.81 3,458.70 - - 4,262.00 3,452.22 3,452.22 100% 6.48
<br />TRM CAT 1, SEED MIX 35-241, FERTILIZER
<br />WATER FOR TURF ESTABLISHMENT
<br />4" DOUBLE PAVEMENT MARKING - PAINT
<br />SEDIMENT CONTROL LOGS, TYPE COMPOST
<br />COMMON TOPSOIL BORROW (LV)
<br />HYDRAULIC MATRIX TYPE MULCH, SEED MIX 25-151,
<br />HYDRAULIC MATRIX TYPE MULCH, SEED MIX 35-241,
<br />EROSION CONTROL BLANKET CAT 3N, SEED MIX 34-261,
<br />INSTALL SIGN TYPE C
<br />SIGN TYPE C
<br />EROSION CONTROL SUPERVISOR
<br />SKIDSTEER WITH OPERATOR
<br />STORM DRAIN INLET PROTECTION
<br />CONCRETE VALLEY GUTTER
<br />PAVER DRIVEWAY
<br />GRAVEL DRIVEWAY
<br />INSTALL MAILBOX & SUPPORT
<br />TRAFFIC CONTROL
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2, E] DRIVEWAY
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />CONCRETE CURB AND GUTTER DESIGN B618
<br />CONCRETE CURB AND GUTTER DESIGN - RIBBON
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />INSTALL SALVAGED EXCESS RECLAIM MATERIAL (AGGREGATE
<br />FULL DEPTH RECLAMATION
<br />JOINT ADHESIVE (MASTIC)
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3, C]
<br />EXCAVATION - SUBGRADE CORRECTION
<br />COMMON EMBANKMENT
<br />SALVAGE RECLAIM FOR REUSE
<br />HAUL EXCESS RECLAIM MATERIAL OFFSITE
<br />STABILIZING AGGREGATE - SUBGRADE CORRECTION
<br />EXCAVATION - COMMON
<br />Progress Estimate - Unit Price Work
<br />City of Little Canada
<br />Bolton & Menk, Inc.
<br />OMG Midwest, Inc. Minnesota Paving & Materials
<br />Twin Lake Boulevard Improvements
<br />Owner:
<br />0N1.125376
<br />23-04
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />11/01/23
<br />PART 1: STREETS
<br />B
<br />BASE BID
<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 />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />SALVAGE MAIL BOX & SUPPORT
<br />SALVAGE SIGN
<br />REMOVE GRAVEL DRIVEWAY
<br />REMOVE PAVER DRIVEWAY
<br />REMOVE CONCRETE PAVEMENT (VALLEY GUTTER)
<br />REMOVE BITUMINOUS CURB
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />SAWING BITUMINOUS DRIVEWAY PAVEMENT (FULL DEPTH)
<br />SAWING CONCRETE DRIVEWAY PAVEMENT (FULL DEPTH)
<br />Application Date:Application Period:Application No.:
<br />MOBILIZATION
<br />GRUBBING
<br />Previous Estimate
<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.1 of 4
<br />DocuSign Envelope ID: 8A3ECF1B-B2B5-4B94-939B-BC37027CA07D
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