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Progress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner:
<br />Engineer:
<br />Contractor:
<br />Project:
<br />Contract:
<br />City of Ramsey
<br />Ownei s Project No.:
<br />Engineer's Project No.:
<br />Contractors Project No.:
<br />Agency's Project No.:
<br />26-01
<br />Bolton & Menk, Inc.
<br />25X.138779,26X.142868
<br />North Valley, Inc.
<br />2026 Bunker Lake Boulevard Reconstruction
<br />SAP 199-121-003
<br />Application No.: 3 Application Period: From 07;01/26 to 07/31/26 Application Date: 08/11/26
<br />A
<br />B
<br />C D E F
<br />F1 F2
<br />G H
<br />I
<br />1
<br />K
<br />L
<br />eid Item
<br />No.
<br />Description
<br />Contract Information
<br />Previous Estimate
<br />Work Completed
<br />Materials Currently Stored
<br />(not in G)
<br />(5)
<br />Work Completed
<br />and Materials
<br />Stored to Date
<br />(H ♦ 1)
<br />(5)
<br />%of
<br />Value of
<br />Item
<br />(1 / F)
<br />(%)
<br />Balance to Finish (F
<br />-1)
<br />($)
<br />Item Quantity
<br />Unit
<br />Unit Price
<br />($)
<br />Value of Bid Item
<br />(CX El
<br />(5)
<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 />(5)
<br />50
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />29.00
<br />UN FT
<br />820.52
<br />23,795.08
<br />40.92
<br />33,575.68
<br />40.92
<br />33,575.68
<br />33,575.68
<br />141%
<br />(9,780.60)
<br />51
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />29.00
<br />LIN FT
<br />733.58
<br />21,273.82
<br />28.00
<br />20,540.24
<br />28.00
<br />20,540.24
<br />20,540.24
<br />97%
<br />733.58
<br />52
<br />RANDOM WRAP CLASS III
<br />35.00
<br />CU VD
<br />135.85
<br />4,754.75
<br />35.00
<br />4,754.75
<br />35.00
<br />4,754,75
<br />4,754.75
<br />100%
<br />53
<br />INSTALL RANDOM RIPRAP
<br />12.00
<br />CU 'ID
<br />38.04
<br />456.48
<br />12.00
<br />456.48
<br />12.00
<br />456.4E
<br />456.4B
<br />100%
<br />54
<br />4" CONCRETE WALK
<br />1,650.00
<br />SQ FT
<br />6.68
<br />11,022.00
<br />1,637.00
<br />10,935.16
<br />1,650.00
<br />11,022.00
<br />11,022.00
<br />100%
<br />-
<br />55
<br />CONCRETE CURB RAMP WALK
<br />600.00
<br />SQ FT
<br />16.85
<br />10,110.00
<br />600.00
<br />10,110.00
<br />600.00
<br />10,110.00
<br />10,110.00
<br />100%r
<br />-
<br />56
<br />CONCRETE CURB AND GUTTER DESIGN 13618
<br />3,485.00
<br />LIN FT
<br />18.91
<br />65,901.35
<br />2,950.00
<br />55,784.50
<br />3,051.00
<br />57,694.41
<br />57,694.41
<br />88%
<br />8.206.99
<br />57
<br />7" CONCRETE VALLEY GUTTER
<br />65.00
<br />50 YD
<br />119.76
<br />7,784.40
<br />65.00
<br />7,784.40
<br />65.00
<br />7,784.40
<br />7,784.40
<br />100%
<br />-
<br />58
<br />TRUNCATED DOMES
<br />140.00
<br />SO FT
<br />54.34
<br />7,607.60
<br />40.00
<br />2,173.60
<br />40.00
<br />2,173.60
<br />2,173.60
<br />29%
<br />5,434,00
<br />59
<br />HANDHOLE TYPE PVC HD COVER
<br />1.00
<br />EACH
<br />2,445.27
<br />2,445.27
<br />1.00
<br />2,445.27
<br />1.00
<br />2,445.27
<br />2,445.27
<br />100%
<br />60
<br />2" NON-METALLIC CONDUIT
<br />240.00
<br />LIN FT
<br />6.25
<br />1,500.00
<br />310.00
<br />1,937.50
<br />310,00
<br />1,937.50
<br />1,937.50
<br />129%
<br />(437.50)
<br />61
<br />TRAFFIC CONTROL
<br />1.00
<br />LUMP SUM
<br />2,934.32
<br />2,934.32
<br />1.00
<br />2,934.32
<br />1.00
<br />2,934.32
<br />2,934.32
<br />100%
<br />-
<br />62
<br />RIGID PVC LOOP DETECTOR 6'x6'
<br />12.00
<br />EACH
<br />1,222.63
<br />14,671.56
<br />12.00
<br />14,671.56
<br />12,00
<br />14,671.56
<br />14,671.56
<br />100%
<br />- -
<br />63
<br />STABILIZED CONSTRUCTION EXIT
<br />1.00
<br />LUMP SUM
<br />1,358.48
<br />1,358.48
<br />1.00
<br />1,358.48
<br />1.00
<br />1,358,48
<br />1,358.48
<br />100%
<br />-
<br />64
<br />STORM DRAIN INLET PROTECTION
<br />49.00
<br />EACH
<br />146.72
<br />7,189.28
<br />49,00
<br />7,189.28
<br />49.00
<br />7,189.28
<br />7,189.28
<br />100%
<br />-
<br />65
<br />SILT FENCE, TYPE MS
<br />500.00
<br />LIN FT
<br />2.45
<br />1,225.00
<br />135.00
<br />330.75
<br />135.00
<br />330,75
<br />330.75
<br />27%
<br />894.25
<br />66
<br />SEDIMENT CONTROL LOG TYPE WOOD FIBER
<br />800.00
<br />LIN FT
<br />3.10
<br />2,480,00
<br />620,00
<br />1,922.00
<br />620.00
<br />1,922.00
<br />1,922.00
<br />78%
<br />558.00
<br />67
<br />COMMON TOPSOIL BORROW
<br />100.00
<br />CU YD
<br />27.17
<br />2,717.00
<br />-
<br />-
<br />96.00
<br />2,608.32
<br />2,608.32
<br />96%
<br />108.68
<br />68
<br />FERTILIZER TYPE 3
<br />750.00
<br />POUND
<br />1,03
<br />772,50
<br />700.00
<br />721.00
<br />700.00
<br />721.00
<br />721.00
<br />93%
<br />51.50
<br />69
<br />ROLLED EROSION PREVENTION CATEGORY 20
<br />12,100.00
<br />SO YD
<br />1.74
<br />21,054.00
<br />11,761.20
<br />20,464.49
<br />11,761.20
<br />20,464.49
<br />20,464.49
<br />97%
<br />589.51
<br />70
<br />SEEDING
<br />3.00
<br />ACRE
<br />1,086.79
<br />3,260.37
<br />2.43
<br />2,640.90
<br />2.43
<br />2,640.90
<br />2,640.90
<br />81%
<br />619.47
<br />71
<br />RAPID STABILIZATION METHOD 2
<br />3.00
<br />ACRE
<br />2,608.29
<br />7,824.87
<br />-
<br />-
<br />2.10
<br />5,477.41
<br />5,477.41
<br />70%
<br />2,347.46
<br />72
<br />WEED SPRAYING
<br />2.00
<br />ACRE
<br />271.70
<br />543.40
<br />-
<br />•
<br />2.00
<br />543.40
<br />543.40
<br />100%
<br />-
<br />73
<br />WEED SPRAY MIXTURE
<br />0.30
<br />GAL
<br />108.67
<br />32.60
<br />-
<br />-
<br />030
<br />32.60
<br />32.60
<br />100%
<br />-
<br />74
<br />WATER
<br />800.00
<br />MGAL
<br />1.09
<br />872,00
<br />200.00
<br />218.00
<br />810.00
<br />882.90
<br />882.90
<br />101%
<br />110.90)
<br />75
<br />SEED SOUTHERN BOULEVARD
<br />55.00
<br />POUND
<br />5.43
<br />298.65
<br />-
<br />-
<br />-
<br />-
<br />-
<br />298.65
<br />76
<br />SEED MESIC INSLOPE
<br />220.00
<br />POUND
<br />8.69
<br />1,911.80
<br />210.00
<br />1,824.90
<br />210.00
<br />1,824.90
<br />1,824.90
<br />95%
<br />86.90
<br />77
<br />4" SOLID LINE MULTI- COMPONENT
<br />11,000.00
<br />LIN FT
<br />0.54
<br />5,940.00
<br />11,000.00
<br />5,940.00
<br />11,000.00
<br />5,940.00
<br />5,940.00
<br />100%
<br />-
<br />78
<br />4" BROKEN LINE MULTI -COMPONENT
<br />1,000.00
<br />LIN FT
<br />0.54
<br />540.00
<br />1,000.00
<br />590.00
<br />1,000.00
<br />540.00
<br />540.00
<br />100%
<br />-
<br />79
<br />4" DOUBLE SOLID LINE MULTI -COMPONENT
<br />400,00
<br />LIN FT
<br />1.09
<br />436.00
<br />400.00
<br />436.00
<br />400.00
<br />436.00
<br />436.00
<br />100%
<br />-
<br />80
<br />24" SOLID LINE MULTI -COMPONENT
<br />180.00
<br />LIN FT
<br />9.78
<br />1,760.40
<br />180.00
<br />1,760.40
<br />180.00
<br />1,760.40
<br />1,760.40
<br />10096
<br />81
<br />24" SOLID LINE PREFORM THERMO GROUND IN ENHANCED
<br />50.00
<br />UN FT
<br />27.17
<br />1,358.50
<br />50.00
<br />1,358.50
<br />50.00
<br />1,358.50
<br />1,358.50
<br />100%
<br />82
<br />CROSSWALK PREFORM THERMO GROUND IN ENHANCED SKID
<br />300.00
<br />SQFT
<br />15.22
<br />4,566.00
<br />300.00
<br />4,566.00
<br />300.00
<br />4,566.00
<br />4,566.00
<br />100%
<br />83
<br />PAVEMENT MESSAGE MULTI -COMPONENT
<br />378.00
<br />SQ FT
<br />10.87
<br />4,108.86
<br />378.00
<br />4,108.86
<br />378.00
<br />4,108.86
<br />4,108.86
<br />100%
<br />Original Contract Totals
<br />$ 1.066,382.87
<br />$ 1,013,69184
<br />$ 1.051.213.22
<br />$ -
<br />$ 1,051,213.22
<br />99%
<br />$ 15,169,65
<br />FUNDING SOURCE -->
<br />TIF 18 (56% OF STREET) -->
<br />MSA FUNDS -->
<br />COMPLETE TO DATE
<br />$459,975.72
<br />$361,409.49
<br />TIF 18 (56% OF WATER) --> $48,540.72
<br />WATER UTILITY --> $38,139.14
<br />TIF 18 (56% OF STORM) --> $80,162.97
<br />STORM WATER --> $62,985.18
<br />TOTAL FUNDS $1,051,213.22
<br />Unit Price
<br />RETAINAGE (1%)
<br />$4,599.76
<br />$3,614.09
<br />$485.41
<br />$381.39
<br />$801.63
<br />$629.85
<br />PREVIOUS PAYMENTS
<br />$444,119.20
<br />$348,950.80
<br />$43,942.63
<br />$34,526.36
<br />$73,928.92
<br />$58,087.01
<br />$10,512.13 $1,003,554.92
<br />EJCDC 0620 Contractor's Application for Payment
<br />lc) 2018 National Society of Professional Engineers for E2CDC. All rights reserved.
<br />• AMOUNT DUE •
<br />• $11,256.76
<br />• $8,844.60
<br />_ $4,112.68
<br />_ $3,231.39
<br />• $5,432.42
<br />• $4,268.32
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