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2026 Neighborhood Pavement Overlay Improvements
<br />I.P. 26-08
<br />Estimate No. 1
<br />Period Ending
<br />Partial
<br />July 31, 2026
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD
<br />COMPLETED TO DATE
<br />Item No.
<br />MnDOT
<br />No.
<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 />S 34,228.35
<br />$ 34,228.35
<br />0.5
<br />5 17.114.18
<br />0.5
<br />S 17,114.18
<br />2
<br />2104.503
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />LF
<br />160.00
<br />$ 6.51
<br />5 1,041.60
<br />25
<br />S 162.75
<br />25
<br />5 162.75
<br />3
<br />2104.503
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />LF
<br />1230.00
<br />S 2.01
<br />5 2,472.30
<br />555
<br />S 1,115.55
<br />555
<br />S 1,115.55
<br />4
<br />2104.503
<br />REMOVE CURB AND GUTTER
<br />LF
<br />680
<br />5 13.28
<br />$ 9,030.40
<br />390
<br />$ 5,179.20
<br />390
<br />$ 5,179.20
<br />5
<br />2104.503
<br />REMOVE BITUMINOUS CURB
<br />LF
<br />150
<br />S 8.68
<br />S 1.302.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />6
<br />2104.504
<br />REMOVE CONCRETE WALK
<br />SY
<br />180
<br />$ 15.99
<br />$ 2.878.20
<br />47
<br />S 751.53
<br />47
<br />$ 751.53
<br />7
<br />2104.504
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />2895
<br />S 4.10
<br />$ 11,869.50
<br />693
<br />$ 2,841.30
<br />593
<br />$ 2,841.30
<br />8
<br />2123.610
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />HR
<br />10
<br />5 0.11
<br />5 1.10
<br />2
<br />S 0.22
<br />2
<br />5 0.22
<br />9
<br />2211.509
<br />AGGREGATE BASE CLASS 5 MODIFIED (CV)
<br />TON
<br />25
<br />$ 26.58
<br />5 664.50
<br />25
<br />$ 664.50
<br />25
<br />$ 664.50
<br />10
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL 1
<br />SY
<br />2110
<br />S 14.29
<br />5 30,151.90
<br />329
<br />5 4,701.41
<br />329
<br />5 4,701.41
<br />11
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL 2
<br />SY
<br />520
<br />5 39.74
<br />5 20,664.80
<br />452
<br />5 17,962.48
<br />452
<br />$ 17,962.48
<br />12
<br />2231.604
<br />BITUMINOUS DRIVEWAY PATCH
<br />SY
<br />25
<br />S 69.92
<br />S 1,748.00
<br />33
<br />$ 2,307.36
<br />33
<br />5 2,307.36
<br />13
<br />2232.504
<br />MILL BITUMINOUS PAVEMENT SURFACE (1.0")
<br />SY
<br />5820
<br />S 1.43
<br />5 8,322.60
<br />5521
<br />5 7,895.03
<br />5521
<br />S 7,895.03
<br />14
<br />2232.504
<br />MILL BITUMINOUS PAVEMENT SURFACE (2.0")
<br />SY
<br />18340
<br />S 0.95
<br />S 17,423.00
<br />15171
<br />S 14,412.45
<br />15171
<br />S 14,412.45
<br />15
<br />2231.603
<br />SAWED AND SEALED JOINT
<br />EA
<br />110
<br />S 21.70
<br />5 2,387.00
<br />103
<br />5 2,235.10
<br />103
<br />5 2,235.10
<br />16
<br />2357.506
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />1720
<br />5 0.54
<br />5 928.80
<br />1350
<br />5 729.00
<br />1350
<br />S 729.00
<br />17
<br />2360.509
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />TON
<br />2900
<br />$ 87.43
<br />5 253,547.00
<br />2191.3
<br />S 191,585.36
<br />2191.3
<br />5 191,585.36
<br />18
<br />2504.602
<br />ADJUST VALVE BOX
<br />EA
<br />12
<br />S 385.16
<br />5 4,621.92
<br />0
<br />$ -
<br />0
<br />S -
<br />19
<br />2506.502
<br />REMOVE & REPLACE FRAME & RING CASTING
<br />EA
<br />4
<br />S 1,321.49
<br />5 5,285.96
<br />1
<br />$ 1,321.49
<br />1
<br />$ 1,321.49
<br />20
<br />2506.502
<br />ADJUST FRAME AND RING CASTING
<br />EA
<br />24
<br />S 108.50
<br />5 2,604.00
<br />0
<br />S -
<br />0
<br />S -
<br />21
<br />2506.602
<br />GROUT CATCH BASIN OR MANHOLE
<br />EA
<br />28
<br />S 396.01
<br />$ 11,088.28
<br />0
<br />S -
<br />0
<br />S -
<br />22
<br />2506.602
<br />CASTING ASSEMBLY SPECIAL
<br />EA
<br />1
<br />5 210.98
<br />5 210.98
<br />0
<br />5 -
<br />0
<br />S -
<br />23
<br />2521.518
<br />6" CONCRETE WALK
<br />SY
<br />320
<br />$ 58.59
<br />$ 18,748.80
<br />158
<br />S 9,257.22
<br />158
<br />S 9,257.22
<br />24
<br />2521.602
<br />DRILL AND GROUT REIN BAR (EPDXY COATED)
<br />EA
<br />220
<br />5 10.85
<br />5 2,387.00
<br />50
<br />5 542.50
<br />50
<br />5 542.50
<br />25
<br />2531.503
<br />CONCRETE CURB AND GUTTER DESIGN B618
<br />LF
<br />130
<br />5 27.12
<br />5 3,525.60
<br />0
<br />$ -
<br />0
<br />5 -
<br />26
<br />2531.503
<br />CONCRETE CURB AND GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />630
<br />S 27.12
<br />S 17,085.60
<br />437
<br />S 11,851.44
<br />437
<br />S 11.851,44
<br />27
<br />2531.618
<br />TRUNCATED DOMES
<br />SF
<br />144
<br />$ 54.25
<br />S 7,812.00
<br />116
<br />S 6,293.00
<br />116
<br />S 6,293.00
<br />28
<br />2535.503
<br />BITUMINOUS CURB
<br />LF
<br />150
<br />$ 9.49
<br />5 1,423.50
<br />0
<br />$ -
<br />0
<br />5 -
<br />29
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1
<br />5 3,471.88
<br />5 3,471.88
<br />0.5
<br />$ 1,735.94
<br />0.5
<br />5 1,735.94
<br />30
<br />2563.601
<br />ALTERNATE PEDESTRIAN ROUTE
<br />LS
<br />1
<br />S 1.08
<br />5 1.08
<br />0.5
<br />5 0.54
<br />0.5
<br />S 0.54
<br />31
<br />2573.502
<br />STORM DRAIN INLET PROTECTION
<br />EA
<br />12
<br />5 70.52
<br />S 846.24
<br />11
<br />5 775.72
<br />11
<br />5 775.72
<br />32
<br />2574.507
<br />COMMON TOPSOIL BORROW (LV)
<br />CY
<br />125
<br />S 59.25
<br />$ 7,406.25
<br />36
<br />$ 2,133.00
<br />36
<br />S 2,133.00
<br />33
<br />2575.523
<br />WATER
<br />MGAL
<br />10
<br />5 162.74
<br />5 1.627.40
<br />0
<br />$ -
<br />0
<br />5 -
<br />34
<br />2575.605
<br />TURF ESTABLISHMENT
<br />ACRE
<br />0.16
<br />5 16,274.44
<br />$ 2,603.91
<br />0.00
<br />S -
<br />0.00
<br />$ -
<br />35
<br />LANDSCAPE ALLOWANCE
<br />UNITS
<br />10000
<br />$ 1.00
<br />S 10,000.00
<br />0
<br />S -
<br />0
<br />5 -
<br />GRAND TOTALS S 499,411.45
<br />S 303,568.27
<br />S 303,568.27
<br />Internal City Use Only
<br />PAVEMENT MANAGEMENT FUNDS (0.95 MOB)
<br />$ 302.625.76
<br />$ 302,625.76
<br />STORM SEWER UTILITY FUNDS (0.05 MOB)
<br />3 942.51
<br />$ 942.51
<br />Total Funds
<br />$ 303,568.27
<br />$ 303,566.27
<br />Pay Estimate Page 2 of 2
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