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Section 01 Unplatted
<br />I.P. 26-07
<br />Estimate No. 2 Partial
<br />Period Ending July 31, 2026
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD
<br />COMPLETED TO DATE
<br />Item No.
<br />MnDONo T
<br />Item Description
<br />Unit
<br />Estimated
<br />Quantity
<br />Unit Price
<br />Extended Total
<br />Quantity
<br />Extended Total
<br />Quantity
<br />Extended Total
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.0
<br />$ 28,222.60
<br />$ 28,222.60
<br />0.25
<br />$ 7,055.65
<br />0.75
<br />$ 21,166.95
<br />2
<br />2101.505
<br />CLEARING
<br />ACRE
<br />0.20
<br />$ 24,666.85
<br />$ 4,933.37
<br />0.15
<br />$ 3,700.03
<br />0.35
<br />$ 8,633.40
<br />3
<br />2101.505
<br />GRUBBING
<br />ACRE
<br />0.20
<br />$ 5,976.55
<br />$ 1,195.31
<br />0.15
<br />$ 896.48
<br />0.35
<br />$ 2,091.79
<br />4
<br />2104.502
<br />SALVAGE MAIL BOX SUPPORT
<br />EA
<br />46
<br />$ 81.50
<br />$ 3,749.00
<br />0
<br />$ -
<br />46
<br />$ 3,749.00
<br />5
<br />2104.503
<br />REMOVE STORM SEWER
<br />LF
<br />555
<br />$ 13.04
<br />$ 7,237.20
<br />0
<br />$ -
<br />535
<br />$ 6,976.40
<br />6
<br />2104.503
<br />SAWING BITUMINOUS PAVEMENT- FULL DEPTH
<br />LF
<br />750
<br />$ 2.12
<br />$ 1,590.00
<br />0
<br />$ -
<br />750
<br />$ 1,590.00
<br />7
<br />2104.503
<br />SAWING CONCRETE PAVEMENT- FULL DEPTH
<br />LF
<br />230
<br />$ 4.59
<br />$ 1,055.70
<br />40
<br />$ 183.60
<br />270
<br />$ 1,239.30
<br />8
<br />2104.503
<br />REMOVE BITUMINOUS CURB
<br />LF
<br />3150
<br />$ 0.54
<br />$ 1,701.00
<br />0
<br />$ -
<br />3150
<br />$ 1,701.00
<br />9
<br />2104.504
<br />REMOVE BITUMINOUS PAVEMENT- DRIVEWAYS
<br />SY
<br />530
<br />$ 5.51
<br />$ 2,920.30
<br />0
<br />$ -
<br />573
<br />$ 3,157.23
<br />10
<br />2104.504
<br />REMOVE CONCRETE PAVEMENT - DRIVEWAYS
<br />SY
<br />240
<br />$ 11.21
<br />$ 2,690.40
<br />0
<br />$ -
<br />273
<br />$ 3,060.33
<br />11
<br />2104.504
<br />REMOVE GRAVEL SURFACE - DRIVEWAYS
<br />SY
<br />130
<br />$ 2.41
<br />$ 313.30
<br />0
<br />$ -
<br />130
<br />$ 313.30
<br />12
<br />2104.504
<br />REMOVE BITUMINOUS FLUME
<br />SY
<br />15
<br />$ 29.34
<br />$ 440.10
<br />0
<br />$ -
<br />15
<br />$ 440.10
<br />13
<br />2104.507
<br />REMOVE RIPRAP
<br />CY
<br />16
<br />$ 19.56
<br />$ 312.96
<br />0
<br />$ -
<br />16
<br />$ 312.96
<br />14
<br />2105.507
<br />GEOTEXTILE FABRIC TYPE 4
<br />SY
<br />180
<br />$ 3.26
<br />$ 586.80
<br />0
<br />$ -
<br />. 0
<br />$ -
<br />15
<br />2105.607
<br />COMMON EXCAVATION (EV)
<br />CY
<br />1600
<br />$ 21.54
<br />$ 34,464.00
<br />64
<br />$ 1,378.56
<br />1024
<br />$ 22,056.96
<br />16
<br />2105.607
<br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE
<br />MATERIALS (EV)
<br />CY
<br />5700
<br />$ 21.43
<br />$ 122,151.00
<br />240
<br />$ 5,143.20
<br />1024
<br />$ 21,944.32
<br />17
<br />2106.507
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />4600
<br />$ 23.23
<br />$ 106,858.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />18
<br />2106.607
<br />HAUL & STOCKPILE RECLAIM MATERIAL (LV)
<br />CY
<br />4700
<br />$ 13.75
<br />$ 64,625.00
<br />0
<br />$ -
<br />4715
<br />$ 64,831.25
<br />19
<br />2112.519
<br />SUBGRADE PREPARATION
<br />RDST
<br />75
<br />$ 251.42
<br />$ 18,856.50
<br />0
<br />$ -
<br />75
<br />$ 18,856.50
<br />20
<br />2123.61
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />HOUR
<br />20
<br />$ 201.03
<br />$ 4,020.60
<br />8
<br />$ 1,608.24
<br />21
<br />$ 4,221.63
<br />21
<br />2130.523
<br />WATER FOR DUST CONTROL
<br />MGAL
<br />50
<br />$ 46.73
<br />$ 2,336.50
<br />67
<br />$ 3,130.91
<br />78
<br />$ 3,644.94
<br />22
<br />2211.507
<br />AGGREGATE BASE CLASS 5 - MODIFIED (CV)
<br />CY
<br />3450
<br />$ 15.39
<br />$ 53,095.50
<br />0
<br />$ -
<br />3416
<br />$ 52,572.24
<br />23
<br />2215.504
<br />FULL DEPTH RECLAMATION
<br />SY
<br />20100
<br />$ 1.42
<br />$ 28,542.00
<br />0
<br />$ -
<br />20100
<br />$ 28,542.00
<br />24
<br />2232.504
<br />MILL BITUMINOUS PAVEMENT (2.0")
<br />SY
<br />50
<br />$ 7.61
<br />$ 380.50
<br />0
<br />$ -
<br />21
<br />$ 159.81
<br />25
<br />2357.506
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />1450
<br />$ 0.11
<br />$ 159.50
<br />30
<br />$ 3.30
<br />30
<br />$ 3.30
<br />26
<br />2360.509
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />2.0"
<br />TON
<br />2350
<br />$ 83.47
<br />$ 196,154.50
<br />0
<br />$ -
<br />2239
<br />$ 186,889.33
<br />27
<br />2360.509
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5"
<br />TON
<br />1750
<br />$ 87.84
<br />$ 153,720.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />28
<br />2360.509
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />SY
<br />500
<br />$ 27.49
<br />$ 13,745.00
<br />583
<br />$ 16,026.67
<br />583
<br />$ 16,026.67
<br />DRIVEWAYS
<br />29
<br />2411.502
<br />CONCRETE FLUME
<br />SY
<br />24
<br />$ 97.80
<br />$ 2,347.20
<br />0
<br />$ -
<br />24
<br />$ 2,347.20
<br />30
<br />2501.502
<br />15" RC PIPE APRON
<br />EA
<br />14
<br />$ 814.98
<br />$ 11,409.72
<br />0
<br />$ -
<br />14
<br />$ 11,409.72
<br />31
<br />2501.502
<br />18" RC PIPE APRON
<br />EA
<br />10
<br />$ 1,032.31
<br />$ 10,323.10
<br />0
<br />$ -
<br />10
<br />$ 10,323.10
<br />32
<br />2501.502
<br />18" CMP APRON
<br />EA
<br />2
<br />$ 380.33
<br />$ 760.66
<br />0
<br />$ -
<br />0
<br />$ -
<br />33
<br />2501.503
<br />15" RC PIPE SEWER DESIGN 3006 CLASS III
<br />LF
<br />304
<br />$ 81.50
<br />$ 24,776.00
<br />0
<br />$ -
<br />304
<br />$ 24,776.00
<br />34
<br />2501.503
<br />18" RC PIPE SEWER DESIGN 3006 CLASS III
<br />LF
<br />220
<br />$ 81.50
<br />$ 17,930.00
<br />0
<br />$ -
<br />220
<br />$ 17,930.00
<br />35
<br />2501.503
<br />18" CMP PIPE CULVERT
<br />LF
<br />18
<br />$ 63.03
<br />$ 1,134.54
<br />0
<br />$ -
<br />0
<br />$ -
<br />36
<br />2501.602
<br />TRASH GUARD FOR 18" PIPE APRON
<br />EA
<br />10
<br />$ 565.06
<br />$ 5,650.60
<br />0
<br />$ -
<br />10
<br />$ 5,650.60
<br />37
<br />2503.503
<br />CLEAN AND VIDEO SEWER
<br />LF
<br />686
<br />$ 15.21
<br />$ 10,434.06
<br />686
<br />$ 10,434.06
<br />686
<br />$ 10,434.06
<br />38
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />EA
<br />4
<br />$ 4,129.26
<br />$ 16,517.04
<br />0
<br />$ -
<br />4
<br />$ 16,517.04
<br />Pay Estimate Page 2 of 3
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