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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 />3 From 07/29/23 to 09/01/23
<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 />($)
<br />Work
<br />Completed
<br />and Materials
<br />Stored to Date
<br />(H + I)
<br />($)
<br />Contract Information
<br />Bid Item
<br />No.
<br />Application Date:Application Period:Application No.:
<br />Previous Estimate
<br />09/05/23
<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 />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 />85 3,487.00 CY 21.72 75,737.64 2,179.00 47,327.88 2,369.00 51,454.68 51,454.68 68% 24,282.96
<br />86 4,809.00 CY 11.42 54,918.78 3,819.00 43,612.98 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 3,264.55 16% 17,044.85
<br />88 903.00 CY 23.40 21,130.20 - - - - - 21,130.20
<br />89 5.00 EACH 2,547.40 12,737.00 - - 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 8,492.37 73% 3,101.31
<br />91 2.00 EACH 3,099.00 6,198.00 - - 5.36 16,610.64 16,610.64 268% (10,412.64)
<br />92 6.00 EACH 381.11 2,286.66 - - - - - 2,286.66
<br />93 250.00 LF 25.07 6,267.50 - - - - - 6,267.50
<br />94 792.00 LF 52.15 41,302.80 46.00 2,398.90 739.00 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 7,831.18 75% 2,567.60
<br />96 61.00 LF 73.21 4,465.81 - - 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 12,957.64 80% 3,239.41
<br />98 5.00 EACH 4,583.31 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 11,433.20 100% -
<br />100 1.00 EACH 4,011.65 4,011.65 - - 1.00 4,011.65 4,011.65 100% -
<br />101 170.00 CY 130.38 22,164.60 - - 49.00 6,388.62 6,388.62 29% 15,775.98
<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 2,640.12 15% 14,421.88
<br />104 216.00 SF 43.63 9,424.08 - - 48.00 2,094.24 2,094.24 22% 7,329.84
<br />105 1,520.00 LF 41.53 63,125.60 - - - - - 63,125.60
<br />106 10.00 EACH 582.44 5,824.40 - - - - - 5,824.40
<br />107 30.00 EACH 698.93 20,967.90 - - - - - 20,967.90
<br />108 3,000.00 LF 2.04 6,120.00 7,774.00 15,858.96 7,774.00 15,858.96 15,858.96 259% (9,738.96)
<br />109 200.00 MGAL 97.18 19,436.00 - - - - - 19,436.00
<br />110 670.00 SY 1.93 1,293.10 - - - - - 1,293.10
<br />111 5,230.00 SY 1.93 10,093.90 - - - - - 10,093.90
<br />112 790.00 SY 5.63 4,447.70 - - - - - 4,447.70
<br />113 2,060.00 SY 8.70 17,922.00 - - - - - 17,922.00
<br /> 694,678.88 124,378.72 290,884.26 290,884.26 403,794.62
<br /> 1,706,439.22 407,575.02 872,704.64 872,704.64 833,734.58
<br />114 (32,500.00) SF 4.83 (156,975.00) - - - - - (156,975.00)
<br />115 700.00 TON 98.00 68,600.00 - - - - - 68,600.00
<br /> (88,375.00) - - - (88,375.00)
<br />1,618,064.22$ 407,575.02$ 872,704.64$ -$ 872,704.64$ 54% 745,359.58$
<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 3,700.00 8,325.00 14,386.00 32,368.50 32,368.50 201% (16,281.00)
<br />46,307.50$ 38,545.00$ 62,588.50$ -$ 62,588.50$ 135% (16,281.00)$ 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 />TOTAL BASE BID + ALTERNATE BID 1
<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 />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 />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 />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 />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
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