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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 />($)
<br />Progress Estimate - Unit Price Work
<br />City of Little Canada
<br />Bolton & Menk, Inc.
<br />OMG Midwest, Inc. Minnesota Paving & Materials
<br />Twin Lake Boulevard Improvements
<br />Owner:
<br />0N1.125376
<br />23-04
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />11/01/23
<br />B
<br />% of
<br />Value of
<br />Item
<br /> (J / F)
<br />(%)
<br />Balance to Finish
<br />(F - J)
<br />($)Description
<br />Work Completed
<br />Materials Currently
<br />Stored (not in G)
<br />($)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />Application Date:Application Period:Application No.:
<br />Previous Estimate
<br />85 3,487.00 CY 21.72 75,737.64 2,369.00 51,454.68 2,369.00 51,454.68 51,454.68 68% 24,282.96
<br />86 4,809.00 CY 11.42 54,918.78 4,358.50 49,774.07 4,358.50 49,774.07 49,774.07 91% 5,144.71
<br />87 270.00 CY 75.22 20,309.40 43.40 3,264.55 43.40 3,264.55 3,264.55 16% 17,044.85
<br />88 903.00 CY 23.40 21,130.20 1,486.62 34,786.91 1,486.62 34,786.91 34,786.91 165% (13,656.71)
<br />89 5.00 EACH 2,547.40 12,737.00 4.00 10,189.60 4.00 10,189.60 10,189.60 80% 2,547.40
<br />90 4.00 EACH 2,898.42 11,593.68 2.93 8,492.37 2.93 8,492.37 8,492.37 73% 3,101.31
<br />91 2.00 EACH 3,099.00 6,198.00 5.36 16,610.64 5.36 16,610.64 16,610.64 268% (10,412.64)
<br />92 6.00 EACH 381.11 2,286.66 - - 6.00 2,286.66 2,286.66 100% -
<br />93 250.00 LF 25.07 6,267.50 - - 249.00 6,242.43 6,242.43 100% 25.07
<br />94 792.00 LF 52.15 41,302.80 739.00 38,538.85 739.00 38,538.85 38,538.85 93% 2,763.95
<br />95 162.00 LF 64.19 10,398.78 122.00 7,831.18 122.00 7,831.18 7,831.18 75% 2,567.60
<br />96 61.00 LF 73.21 4,465.81 127.00 9,297.67 127.00 9,297.67 9,297.67 208% (4,831.86)
<br />97 5.00 EACH 3,239.41 16,197.05 4.00 12,957.64 4.00 12,957.64 12,957.64 80% 3,239.41
<br />98 5.00 EACH 4,583.31 22,916.55 5.00 22,916.55 5.00 22,916.55 22,916.55 100% -
<br />99 2.00 EACH 5,716.60 11,433.20 2.00 11,433.20 2.00 11,433.20 11,433.20 100% -
<br />100 1.00 EACH 4,011.65 4,011.65 1.00 4,011.65 1.00 4,011.65 4,011.65 100% -
<br />101 170.00 CY 130.38 22,164.60 179.70 23,429.29 179.70 23,429.29 23,429.29 106% (1,264.69)
<br />102 32,500.00 SF 4.83 156,975.00 - - - - - 156,975.00
<br />103 950.00 SF 17.96 17,062.00 147.00 2,640.12 1,365.00 24,515.40 24,515.40 144% (7,453.40)
<br />104 216.00 SF 43.63 9,424.08 48.00 2,094.24 209.00 9,118.67 9,118.67 97% 305.41
<br />105 1,520.00 LF 41.53 63,125.60 - - 1,594.32 66,212.01 66,212.01 105% (3,086.41)
<br />106 10.00 EACH 582.44 5,824.40 - - 2.00 1,164.88 1,164.88 20% 4,659.52
<br />107 30.00 EACH 698.93 20,967.90 - - 8.66 6,054.83 6,054.83 29% 14,913.07
<br />108 3,000.00 LF 2.04 6,120.00 7,774.00 15,858.96 8,288.00 16,907.52 16,907.52 276% (10,787.52)
<br />109 200.00 MGAL 97.18 19,436.00 - - - - - 19,436.00
<br />110 670.00 SY 1.93 1,293.10 - - 314.00 606.02 606.02 47% 687.08
<br />111 5,230.00 SY 1.93 10,093.90 - - 5,189.00 10,014.77 10,014.77 99% 79.13
<br />112 790.00 SY 5.63 4,447.70 - - 361.00 2,032.43 2,032.43 46% 2,415.27
<br />113 2,060.00 SY 8.70 17,922.00 - - 1,921.00 16,712.70 16,712.70 93% 1,209.30
<br /> 694,678.88 342,711.83 483,986.84 483,986.84 210,692.04
<br /> 1,706,439.22 1,164,649.46 1,526,781.41 1,526,781.41 179,657.81
<br />114 (32,500.00) SF 4.83 (156,975.00) - - - - - (156,975.00)
<br />115 700.00 TON 98.00 68,600.00 717.00 70,266.00 717.00 70,266.00 70,266.00 102% (1,666.00)
<br /> (88,375.00) 70,266.00 70,266.00 70,266.00 (158,641.00)
<br />1,618,064.22$ 1,234,915.46$ 1,597,047.41$ -$ 1,597,047.41$ 99% 21,016.81$
<br />116 59.00 EACH 125.00 7,375.00 59.00 7,375.00 59.00 7,375.00 7,375.00 100% -
<br />117 32.00 EACH 225.00 7,200.00 32.00 7,200.00 32.00 7,200.00 7,200.00 100% -
<br />118 17.00 EACH 325.00 5,525.00 17.00 5,525.00 17.00 5,525.00 5,525.00 100% -
<br />119 1.00 LUMP SUM 8,920.00 8,920.00 1.00 8,920.00 1.00 8,920.00 8,920.00 100% -
<br />120 6.00 HOUR 200.00 1,200.00 6.00 1,200.00 6.00 1,200.00 1,200.00 100% -
<br />121 7,150.00 POUND 2.25 16,087.50 16,836.00 37,881.00 16,836.00 37,881.00 37,881.00 235% (21,793.50)
<br />46,307.50$ 68,101.00$ 68,101.00$ -$ 68,101.00$ 147% (21,793.50)$
<br />TOTAL ALTERNATE BID 1
<br />TOTAL PART 5: SIDEWALK
<br />TOTAL BASE BID
<br />ALTERNATE BID 1
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - TRAIL (NEW
<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 />TRM CAT 1, SEED MIX 35-241, FERTILIZER
<br />4" WALK (QUANTITY DEDUCTION)
<br />CHAIN LINK FENCE - BLACK VINYL - 48" HEIGHT
<br />CONIFEROUS TREE, 6' HT B&B
<br />DECIDUOUS TREE 1.5" CAL B&B
<br />SIL FENCE TYPE MACHINE SLICED
<br />WATER FOR TURF ESTABLISHMENT
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />RANDOM RIPRAP CL III.
<br />4" CONCRETE WALK
<br />6" CONCRETE PEDESTRIAN RAMP
<br />TRUNCATED DOMES
<br />15" RC PIPE CLASS V
<br />18" RC PIPE CLASS V
<br />2'X3' CB, INCL CSTG AND AJD RINGS (DETAIL STO-5)
<br />4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS
<br />4' DIA STORM SEWER CBMH, INCL CSTG AND ADJ RINGS W/
<br />15" RC APRON
<br />18" RC APRON
<br />6" PERFORATED CLEANOUT
<br />6" PERFORATED DRAIN TILE
<br />12" RC PIPE CLASS V
<br />EXCAVATION - COMMON
<br />COMMON EMBANKMENT
<br />FINE FILTER EMBANKMENT MODIFIED - FILTRATION BASIN
<br />INSTALL SALVAGED EXCESS RECLAIM MATERIAL (AGGREGATE
<br />12" RC APRON
<br />TOTAL BASE BID + ALTERNATE BID 1
<br />CHANGE ORDER 1 TOTAL
<br />TREE TRIMMING
<br />TEMPORARY HYDRAULIC MATRIX
<br />CHANGE ORDER 1
<br />REMOVE 6" DIAMETER AND SMALLER TREES
<br />REMOVE 7" TO 11" DIAMETER TREES
<br />REMOVE 12" TO 24" DIAMETER TREE
<br />GENERAL BRUSH CLEARING
<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 4
<br />DocuSign Envelope ID: 8A3ECF1B-B2B5-4B94-939B-BC37027CA07D
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