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Carol -Rose Acres & Sports Haven Street Reconstructions
<br />I.P. 26-03
<br />Estimate No. 1 Partial
<br />Period Ending 26-03
<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 />2
<br />3
<br />2021.501
<br />2104.502
<br />2101.503
<br />MOBILIZATION
<br />SALVAGE MAIL BOX SUPPORT
<br />REMOVE STORM SEWER
<br />LS
<br />EA
<br />LF
<br />1.0
<br />38
<br />190
<br />$ 183,716.64
<br />$ 108.04
<br />$ 12.97
<br />$ 183,716.64
<br />0.5
<br />$ 91,858.32
<br />0.5
<br />$ 91,858.32
<br />$ 4,105.52
<br />38
<br />$ 4,105.52
<br />38
<br />$ 4,105.52
<br />$ 2,464.30
<br />190
<br />$ 2,464.30
<br />190
<br />$ 2,464.30
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />2104.503
<br />2104.503
<br />2104.504
<br />2104.504
<br />2104.504
<br />2105.607
<br />2105.607
<br />2106.507
<br />2106.607
<br />2112.519
<br />2123.61
<br />2130.523
<br />2211.507
<br />2215.504
<br />2232.504
<br />2357.506
<br />2360.509
<br />2360.509
<br />2360.509
<br />SAWING BITUMINOUS PAVEMENT- FULL DEPTH
<br />SAWING CONCRETE PAVEMENT- FULL DEPTH
<br />REMOVE BITUMINOUS PAVEMENT- DRIVEWAYS
<br />REMOVE CONCRETE PAVEMENT- DRIVEWAYS
<br />REMOVE GRAVEL SURFACE - DRIVEWAYS
<br />COMMON EXCAVATION (EV)
<br />SUBGRADE EXCAVATION (EV)
<br />SELECT GRANULAR BORROW (CV)
<br />HAUL & STOCKPILE RECLAIM MATERIAL (LV)
<br />SUBGRADE PREPARATION
<br />STREET SWEEPER (WITH PICKUP BROOM)
<br />WATER FOR DUST CONTROL
<br />AGGREGATE BASE CLASS 5 - MODIFIED (CV)
<br />FULL DEPTH RECLAMATION
<br />MILL BITUMINOUS PAVEMENT (2.0")
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />2.0"
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5"
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />DRIVEWAYS
<br />LF
<br />LF
<br />SY
<br />SY
<br />SY
<br />CY
<br />CY
<br />CY
<br />CY
<br />RDST
<br />HOUR
<br />MGAL
<br />CY
<br />SY
<br />SY
<br />GAL
<br />TON
<br />TON
<br />SY
<br />360
<br />405
<br />195
<br />400
<br />195
<br />1100
<br />2650
<br />500
<br />3000
<br />64
<br />25
<br />50
<br />2920
<br />17250
<br />30
<br />1250
<br />2020
<br />1485
<br />195
<br />$ 1.94
<br />$ 5.89
<br />$ 5.32
<br />$ 8.41
<br />$ 4.70
<br />$ 0.38
<br />$ 0.22
<br />$ 0.27
<br />$ 0.27
<br />$ 310.64
<br />$ 48.62
<br />$ 45.38
<br />$ 0.11
<br />$ 5.13
<br />$ 27.01
<br />$ 3.24
<br />$ 86.26
<br />$ 91.77
<br />$ 33.17
<br />$ 698.40
<br />320
<br />$ 620.80
<br />320
<br />$ 620.80
<br />$ 2,385.45
<br />381
<br />$ 2,244.09
<br />381
<br />$ 2,244.09
<br />$ 1,037.40
<br />195
<br />$ 1,037.40
<br />195
<br />$ 1,037.40
<br />$ 3,364.00
<br />400
<br />$ 3,364.00
<br />400
<br />$ 3,364.00
<br />$ 916.50
<br />0
<br />$ -
<br />- 0
<br />$ -
<br />$ 418.00
<br />384
<br />$ 145.92
<br />384
<br />$ 145.92
<br />$ 583.00
<br />2753
<br />$ 605.66
<br />2753
<br />$ 605.66
<br />$ 135.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 810.00
<br />3667
<br />$ 990.09
<br />3667
<br />$ 990.09
<br />$ 19,880.96
<br />64
<br />$ 19,880.96
<br />64
<br />$ 19,880.96
<br />$ 1,215.50
<br />13
<br />$ 632.06
<br />13
<br />$ 632.06
<br />$ 2,269.00
<br />67
<br />$ 3,040.46
<br />67
<br />$ 3,040.46
<br />$ 321.20
<br />2096
<br />$ 230.56
<br />2096
<br />$ 230.56
<br />$ 88,492.50
<br />17250
<br />$ 88,492.50
<br />17250
<br />$ 88,492.50
<br />$ 810.30
<br />30
<br />$ 810.30
<br />30
<br />$ 810.30
<br />$ 4,050.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 174,245.20
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 136,278.45
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 6,468.15
<br />0
<br />$ -
<br />0
<br />$ -
<br />23
<br />24
<br />25
<br />2501.502
<br />2501.503
<br />2503.503
<br />15" RC PIPE APRON
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V
<br />CLEAN AND VIDEO SEWER
<br />EA
<br />LF
<br />LF
<br />10
<br />144
<br />204
<br />$ 2,268.92
<br />$ 81.03
<br />$ 8.64
<br />$ 22,689.20
<br />10
<br />$ 22,689.20
<br />10
<br />$ 22,689.20
<br />$ 11,668.32
<br />144
<br />$ 11,668.32
<br />144
<br />$ 11,668.32
<br />$ 1,762.56
<br />204
<br />$ 1,762.56
<br />204
<br />$ 1,762.56
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />33
<br />34
<br />35
<br />2531.504
<br />2531.504
<br />2540.602
<br />2540.602
<br />2563.601
<br />2573.501
<br />2573.503
<br />2573.503
<br />2574.507
<br />2575.501
<br />6" CONCRETE PAVEMENT DRIVEWAY
<br />GRAVEL SURFACE
<br />TEMPORARY MAIL BOX CLUSTER
<br />INSTALL MAIL BOX SUPPORT
<br />TRAFFIC CONTROL
<br />STABILIZED CONSTRUCTION ENTRANCE
<br />SEDIMENT CONTROL LOG TYPE STRAW
<br />SILT FENCE, TYPE MS
<br />TOPSOIL (LV)
<br />TURF ESTABLISHMENT
<br />SY
<br />SY
<br />EA
<br />EA
<br />LS
<br />EA
<br />LF
<br />LF
<br />CY
<br />ACRE
<br />400
<br />190
<br />3
<br />38
<br />1.0
<br />5
<br />2160
<br />2415
<br />1140
<br />1.65
<br />$ 97.24
<br />$ 5.38
<br />$ 2,025.82
<br />$ 162.07
<br />$ 1,188.48
<br />$ 469.99
<br />$ 2.59
<br />$ 2.81
<br />$ 0.27
<br />$ 6,266.54
<br />$ 38,896.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 1,022.20
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 6,077.46
<br />3
<br />$ 6,077.46
<br />3
<br />$ 6,077.46
<br />$ 6,158.66
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 1,188.48
<br />0.75
<br />$ 891.36
<br />0.75
<br />$ 891.36
<br />$ 2,349.95
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 5,594.40
<br />1590
<br />$ 4,118.10
<br />1590
<br />$ 4,118.10
<br />$ 6,786.15
<br />1538
<br />$ 4,321.78
<br />1538
<br />$ 4,321.78
<br />$ 307.80
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 10,339.79
<br />0.00
<br />$ -
<br />0.00
<br />$ -
<br />36
<br />37
<br />2575.504
<br />2575.505
<br />ROLLED EROSION PREVENTION CATEGORY 20
<br />MOWING
<br />SY
<br />ACRE
<br />175.0
<br />3.25
<br />$ 3.24
<br />$ 108.04
<br />$ 567.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />$ 351.13
<br />0.00
<br />$ -
<br />0.00
<br />$ -
<br />Pay Estimate Page 2 of 3
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