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2023 Neighborhood Pavemet Overlay Improvements
<br />I.P. 23-07
<br />Estimate No. 4 Final
<br />Period Ending November 30, 2023
<br />CONTRACTAMOUNT
<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 Extended Total Quantity
<br />Extended Total
<br />Quantity
<br />Extended Total
<br />1
<br />2021.501 MOBILIZATION
<br />LS
<br />1.0
<br />$ 17,470.77 $
<br />17.470.77
<br />0.0
<br />$ -
<br />1
<br />$
<br />17,470.77
<br />2
<br />2104.503 REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />514
<br />$ 8.27 $
<br />4,250.78
<br />0
<br />$ -
<br />522
<br />$
<br />4,316,94
<br />3
<br />2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />LF
<br />702
<br />$ 2.52 $
<br />1,769.04
<br />0
<br />$ -
<br />425
<br />$
<br />1,071.00
<br />4
<br />2104.503 SAWING CONCRETE (FULL DEPTH)
<br />LF
<br />261
<br />$ 5.73 $
<br />1.495.53
<br />0
<br />$ -
<br />85
<br />$
<br />487.05
<br />5
<br />2104.504 REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />143
<br />$ 6.81 $
<br />973.83
<br />0
<br />$ -
<br />167
<br />$
<br />1,137.27
<br />6
<br />2104.504 REMOVE CONCRETE WALK
<br />SY
<br />186
<br />$ 9.06 $
<br />1,685A6
<br />a
<br />$ -
<br />186
<br />$
<br />1,685.16
<br />7
<br />2211.507 AGGREGATE BASE CLASS 5 MODIFIED (CV)
<br />CY
<br />96
<br />$ 43.91 $
<br />4,215,36
<br />0
<br />$
<br />15
<br />$
<br />658.65
<br />8
<br />2231.603 SAWED & SEALED JOINT
<br />EA
<br />130
<br />$ 48.23 $
<br />6,269.90
<br />0
<br />$ w
<br />205
<br />$
<br />9,887.15
<br />9
<br />2231.604 BITUMINOUS PATCH
<br />SY
<br />333
<br />$ 48.33 $
<br />16,093.89
<br />0
<br />$ -
<br />196
<br />$
<br />9,472.68
<br />10
<br />2232.604 MILL BITUMINOUS SURFACE (1.011)
<br />SY
<br />3023
<br />$ 2.64 $
<br />7,980.72
<br />0
<br />$ -
<br />3066
<br />$
<br />8,094.24
<br />11
<br />2232.504 MILL BITUMINOUS SURFACE (2,0n)
<br />SY
<br />33377
<br />$ 1.04 $
<br />34,712.08
<br />0
<br />$ -
<br />33377
<br />$
<br />34,712.08
<br />12
<br />2301.604 CONCRETE PAVEMENT DRIVEWAYS 6"
<br />SY
<br />8
<br />$ 80.39 $
<br />643.12
<br />0
<br />$ -
<br />8
<br />$
<br />643.12
<br />13
<br />2357.506 BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />2546
<br />$ 2.84 $
<br />7,230.64
<br />0
<br />$ -
<br />2190
<br />$
<br />6,219.60
<br />14
<br />2360.509 1
<br />TON
<br />256
<br />$ 88.16 $
<br />22,568.96
<br />0
<br />$ -
<br />263
<br />$
<br />22,304.48
<br />15
<br />2360.609 TYPE SP 9,5 WEARING COURSE MIXTURE (3,C) 2,0"
<br />TON
<br />3772
<br />$ 84.94 $
<br />320,393.68
<br />0
<br />$ -
<br />3314
<br />$
<br />281,491.16
<br />16
<br />2503.602 GROUTCATCH BASIN .. .. ..A
<br />63
<br />91.1I $
<br />5,739.33
<br />0
<br />$ -
<br />57
<br />$
<br />5,193.27
<br />17
<br />:2503.602 RESET CATCH BASIN
<br />EA
<br />2
<br />$ 321.55 $
<br />:: 643.10.
<br />.0
<br />$ -
<br />2
<br />$
<br />643.10
<br />18
<br />2504.602 ADJUST VALVE BOX
<br />EA
<br />18
<br />$ 107.18 $
<br />1.929.24
<br />0
<br />$ =
<br />18
<br />$
<br />1,929.24
<br />19
<br />2506.602 ADJUST FRAME AND RING CASTING
<br />EA
<br />28
<br />$ 53.59 $
<br />1,500.52
<br />0
<br />$ -
<br />28
<br />$
<br />1,500.52
<br />20
<br />2521.504 6" CONCRETE WALK
<br />SY
<br />324
<br />$ 69.67 $
<br />22,573.08
<br />0
<br />$ -
<br />353
<br />$
<br />24,593.51
<br />21
<br />2521.602 DRILL & GROUT RElNF BAR (EPDXY COATED)
<br />EA
<br />222
<br />$ 10.72 $
<br />2,379.84
<br />0
<br />$ -
<br />378
<br />$
<br />4,052.16
<br />22
<br />2531.503 CONCRETE CURB & GUTTER DESIGN B618
<br />LF
<br />374
<br />$ 48.23 $
<br />18,038.02
<br />0
<br />$ -
<br />399
<br />$
<br />19,243.77
<br />23
<br />2531.503 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE
<br />LF
<br />140
<br />$ 48.23 $
<br />6,752.20
<br />0
<br />$ -
<br />123
<br />$
<br />5,932.29
<br />24
<br />2531.604 7" CONCRETE VALLEY GUTTER
<br />SY
<br />17
<br />$ 75.03 $
<br />1,276.51
<br />0
<br />$ -
<br />12
<br />$
<br />900.36
<br />25
<br />2531.618 TRUNCATED DOMES
<br />SF
<br />370
<br />$ 48.23 $
<br />17,845.10
<br />.0
<br />$ -
<br />378
<br />$
<br />18,230.94
<br />26
<br />2540.601 LANDSCAPE RESTORATION
<br />LS
<br />1
<br />$ 1,607,74 $
<br />1,607.74
<br />0
<br />$ -
<br />1
<br />$
<br />1,607.74
<br />27
<br />2563.601 TRAFFIC CONTROL
<br />LS
<br />1
<br />$ 3,215.48 $
<br />3,215,48
<br />0
<br />$ -
<br />1
<br />$
<br />3,215.48
<br />28
<br />2574.507 TOPSOIL (LV)
<br />CY
<br />21
<br />$ 49.84 $
<br />1,046.64
<br />0
<br />$ -
<br />31
<br />$
<br />1,545.04
<br />29
<br />2575.504 SODDING TYPE LAWN
<br />SY
<br />189
<br />$ 24.27 $
<br />4,587.03
<br />0
<br />$ -
<br />350
<br />$
<br />8,494.50
<br />ORIGINAL CONTRACT TOTALS
<br />$
<br />536,886.89
<br />$ -
<br />$
<br />496,733.27
<br />CHANGE
<br />ORDER
<br />No.1 - REVISE
<br />ALPINE DRIVE MILL & OVERLAY
<br />Item No.
<br />M D T Item Description
<br />Unit
<br />Estimated
<br />Quantity
<br />Unit Price Extended Total
<br />Quantity
<br />Extended Total
<br />Quantity
<br />Extended Total
<br />30A
<br />2232.504 M[LL BITUMINOUS SURFACE (1.5") - ALPINE DRIVE
<br />SY
<br />5876
<br />$ 2.64 $
<br />15,512.64
<br />0
<br />$ -
<br />7532
<br />$
<br />19,884.48
<br />13A
<br />2357.506 BITUMINOUS MATERIAL FOR TACK COAT - ALPINE DRIVE
<br />GAL
<br />411
<br />$ 2.84 $
<br />1,167.24
<br />0
<br />$ -
<br />753
<br />$
<br />2,138.52
<br />14A
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1.5" -
<br />ALPINE DRIVE
<br />TON
<br />498
<br />$ 88.16 $
<br />43.903.68
<br />0
<br />$ -
<br />621
<br />$
<br />54.747.36
<br />CHANGE ORDER TOTALS
<br />$
<br />60,683.56
<br />$ -
<br />$
<br />76,770.36
<br />GRAND TOTALS
<br />$ 597 470.45
<br />$ -
<br />$
<br />573 503.63
<br />Internal City Use Onl
<br />Pavement Management Funds
<br />` =
<br />$
<br />490,896.9(
<br />Storm Sewer MW Funds
<br />`
<br />$
<br />5 836.3i
<br />2023 Budgeted LES22ra Pa vement Ra air Funds
<br />$ ;: =
<br />$
<br />76 774.3(
<br />Total Funds
<br />$ ';
<br />$
<br />573 5U3.&
<br />Fay Estimate Page 2 of 2
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