|
Sunwood Drive & Waco Street Reconstruction
<br />LP. 22-01 (S.A.P. 199-105-006 & 199-111-003)
<br />Estimate No. 2 Partial
<br />Period Ending September 30, 2022
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD 1 COMPLETED TO DATE
<br />Item No,
<br />MnDOT
<br />No.
<br />item Description
<br />Unit
<br />Estimated
<br />Quantity
<br />Unit Prico
<br />Extended
<br />Total
<br />Quantity
<br />Extended
<br />Total
<br />Quantity
<br />Extended
<br />Testa[
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.0
<br />$ 25,000.00
<br />$ 25,000.00
<br />0.5
<br />$ 12,500.00
<br />1.0
<br />$ 25,000.00
<br />2
<br />2104,502
<br />REMOVE CASTING
<br />EA
<br />6
<br />$ 575,00
<br />$ 3,450,00
<br />3
<br />$ 1,725.00
<br />9
<br />$ 5,175,00
<br />3
<br />2104.502
<br />REMOVE STRUCTURE (STORM)
<br />EA
<br />7
<br />$ 1,200.00
<br />$ 6,400,00
<br />0
<br />$ -
<br />7
<br />$ 8,400,00^
<br />4
<br />2104.503
<br />SAWING BITUMINOUS PAVEMENT (PULL DEPTH)
<br />LE
<br />558
<br />$ 5.50
<br />$ 3,069.00
<br />505
<br />$ 2,777.60
<br />505
<br />$ 2,777.50
<br />5
<br />2104.503
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />LE
<br />106
<br />$ 0,00
<br />$ 1,764.00
<br />376
<br />$ 3,376,00
<br />375
<br />$ 3,375.00
<br />6
<br />2104.503
<br />REMOVE CONCRETE CURB AND GUTTER
<br />IF
<br />_
<br />562
<br />$ 12,00
<br />$ 6,744,00
<br />0
<br />$ -
<br />827
<br />$ 9,924,00
<br />7
<br />2104.503
<br />REMOVE SEWER PIPE (STORM)
<br />LE
<br />236
<br />$ 19.00
<br />$ 4,484.00
<br />0
<br />$ -
<br />260
<br />$ 4,940.00
<br />8
<br />2104.504
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />'186
<br />$ 9.00
<br />$ 1,674.00
<br />183
<br />$ 1,647,00
<br />183
<br />$ 1,647,00
<br />9
<br />2104.504
<br />REMOVE CONCRETE PAVEMENT
<br />SY
<br />33
<br />$ 15.00
<br />$ 495.00
<br />0
<br />$ - '
<br />0
<br />$ -
<br />10
<br />2108.607
<br />COMMON EXCAVATION (EV)
<br />CY
<br />43
<br />$ 22,00
<br />$ 946,00
<br />43
<br />$ 946.00
<br />43
<br />$ 946.00
<br />11
<br />2106.607
<br />HAUL & STOCXPILE RECLAIM MATERIAL (LV)
<br />CY
<br />1627
<br />$ 15.00
<br />$ 24,40540
<br />0
<br />$ -
<br />1631
<br />$ 24,465,00
<br />12
<br />2112.510
<br />SUBGRADE PREPARATION
<br />RDST
<br />26
<br />$ 550.00
<br />$ 14,300,00
<br />0
<br />$ -
<br />26
<br />$ 14,300,00
<br />13
<br />2130.623
<br />WATER
<br />MGAL
<br />106
<br />$ 10.00
<br />$ 1,060.00
<br />0
<br />$ -
<br />40
<br />$ 400,00
<br />14
<br />2211.507
<br />AGGREGATE BASE CLASS 5 MODIFIED (CV) 5,0"
<br />CY
<br />1641
<br />$ 25.00
<br />$ 41,025,00
<br />0
<br />$ -
<br />1641
<br />$ 41,025.00
<br />15
<br />t 2215,504
<br />FULL DEPTH RECLAMATION (9.0")
<br />SY
<br />11713
<br />$ 1.40
<br />$ 16,398,20
<br />0
<br />$ -
<br />11740
<br />$ 16,436.00
<br />16
<br />2232,504
<br />MILL BITUMINOUS PAVEMENT2.0"
<br />SY
<br />109
<br />$ 9,00
<br />$ 981.00
<br />133
<br />$ 1,197.00
<br />• 133
<br />$ 1,197.00
<br />17
<br />2357.506
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />828
<br />$ 3,00
<br />$ 2,4800
<br />005
<br />$ 2,415.00
<br />805
<br />$ 2,415,00
<br />18
<br />2350,509
<br />TYPE SP 12,5 NON WEARING COURSE MIXTURE (3,C)
<br />TON
<br />1323
<br />$ 87,80
<br />$ 116,159,40
<br />0
<br />$ -
<br />1466
<br />$ 128,714.80
<br />19
<br />2360,509
<br />TYPE SP 9,5 WEARING COURSE MIXTURE (3,C)
<br />TON
<br />1335
<br />$ 90.75
<br />$ 121,151,25
<br />1481
<br />$ 134,400,75
<br />1481
<br />$ 134,400.75
<br />20
<br />2360.509
<br />TYPE SP 9$ WEARING COURSE MIXTURE (3,C)
<br />DRIVEWAYS
<br />TON
<br />2
<br />$ 177.00
<br />$ 354.00
<br />, 1
<br />$ 177.00
<br />1
<br />$ 177.00
<br />21
<br />2360,509
<br />TYPE SP 9,5 WEARING COURSE MIXTURE (3,C) TRAIL
<br />TON
<br />14
<br />$ 177.00
<br />$ 2,478.00
<br />23
<br />$ 4,071.00
<br />23
<br />$ 4,071.00
<br />22
<br />2503,503
<br />12" RC PIPE SEWER DESIGN 3006 CLASS III' • ' •. :' •
<br />LE
<br />8
<br />$ . 65,00
<br />$ 520.00
<br />0
<br />$ -
<br />8
<br />,
<br />$ 520.00
<br />23
<br />2503.503
<br />15" RC PIPE SEWER DESIGN 3006 CLASS III • • • •
<br />: LP '
<br />76
<br />$ 65,00
<br />$ 4,940,00
<br />0
<br />$ -
<br />76
<br />$ 4,940.00
<br />'
<br />24
<br />2503,603
<br />27." RC PIPE SEWER DESIGN 3006 CLASS Ill
<br />; LE .
<br />' 45
<br />.$ • 105.00
<br />$ . •' 4,728,00
<br />0
<br />$ -
<br />46
<br />$ 4,725.00
<br />25
<br />2503.602
<br />CONNECTTO EXISTING SEWER (STORM)
<br />EA
<br />•• 4
<br />$ 950.00
<br />$ 3,800,00
<br />0
<br />$ -
<br />4
<br />$ 3,800,00
<br />26
<br />2503.602
<br />GROUT CATCH BASIN '
<br />EA
<br />5
<br />$ 550,00
<br />$ 2,750,00
<br />6
<br />$ 3,300.00
<br />6
<br />$ 3,300.00
<br />27
<br />2501602
<br />INTERIOR CHIMNEY SEAL •
<br />EA
<br />4
<br />$ 450,00
<br />$ 1,800,00
<br />4
<br />$ 1,800,00
<br />4
<br />$ 1,800.00
<br />28
<br />2504.602
<br />ADJUSTVALVE BOX
<br />EA
<br />5
<br />$ 600,00
<br />$ 3,000,00
<br />6
<br />$ 3,600.00
<br />6
<br />$ 3,600.00
<br />29 .
<br />2504,602
<br />VALVE BOX SECTION
<br />EA
<br />3
<br />$ 950.00
<br />$ 2,850,00
<br />0
<br />$ -
<br />3
<br />$ 2,850,00
<br />30
<br />2506,602
<br />ADJUST FRAME AND RING CASTING
<br />EA
<br />15
<br />$ 450,00
<br />$ 6,750,00
<br />15
<br />$ 6,750,00
<br />15
<br />$ 6,750.00
<br />31 .
<br />2506.502
<br />CASTING ASSEMBLY (SANITARY) =
<br />EA
<br />4
<br />$ 1,200,00
<br />$ 4,800,00
<br />4
<br />$ 4,800.00
<br />4
<br />$ 4,800,00
<br />32 • .'
<br />2506.502 'CASTING
<br />ASSEMBLY (STORM)
<br />EA
<br />9
<br />$ 1,500,00
<br />$ 13,600,00
<br />7
<br />$ 10,500.00
<br />12
<br />$ 18,000.00
<br />33
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3' .
<br />EA
<br />3
<br />$ 2,700.00
<br />$ 8,100.00
<br />0
<br />$ -
<br />3
<br />$ 8,100.00
<br />34 •
<br />2606.502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-.4020'
<br />EA
<br />'
<br />1.
<br />$ 6,00Q,00
<br />.$ 6,000,00
<br />0
<br />$ -
<br />1
<br />$ 6,000,00
<br />35
<br />2606,502
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60,4020
<br />EA
<br />2 ;
<br />$ 10,000.00
<br />$ 20,000.00
<br />0
<br />$ -
<br />2
<br />$ 20,000.00
<br />36
<br />2521.504
<br />6" CONCRETE WALK
<br />SY
<br />78
<br />$ 130.00
<br />$ 10,140.00
<br />21
<br />$ 2,730.00
<br />80
<br />$ 8,070,00
<br />37
<br />2521.602
<br />DRILL& GROUT REINF BAR (EPDXY COATED)
<br />EA
<br />52
<br />$ 45.00
<br />$ 2,340,00
<br />0
<br />$ -
<br />52
<br />$ 2,340,00
<br />38
<br />2531,603
<br />CONCRETE CURB & GUTTER DESIGN 8518
<br />LF
<br />451
<br />$ 30.00
<br />$ 13,530.00
<br />122
<br />$ 3,660.00
<br />867
<br />$ 26,010.00
<br />39
<br />2531.503
<br />CONCRETE CURB & GUTTER DESIGN D418
<br />IF
<br />110
<br />$ 30.00
<br />$ 3,300.00
<br />0
<br />$ -
<br />82
<br />$ 2,460,00
<br />40
<br />2531,504
<br />CONCRETE PAVEMENT DRIVEWAYS 6.0"
<br />SY
<br />15
<br />$ 160.00
<br />$ 2,400.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />41
<br />2531.618
<br />TRUNCATED DOMES
<br />SF
<br />92
<br />$ • 110.00
<br />$ 10,120,00
<br />0
<br />$ -
<br />96
<br />$ 10,560.00
<br />42
<br />2540.601 LANDSCAPE
<br />2563.601
<br />RESTORATION
<br />LS
<br />1
<br />$ 9,000,00
<br />$ 9,000,00
<br />1
<br />$ 9,000,00
<br />1
<br />$ 9,000.00
<br />43
<br />TRAFFIC CONTROL
<br />LS
<br />1
<br />$ 6,500.00
<br />$ • 6,500.00
<br />1
<br />$ 3,250.00
<br />1
<br />$ 6,500,00
<br />44
<br />45
<br />2563,601
<br />2573,502
<br />ALTERNATE PEDESTRIAN ROUTE
<br />STORM DRAIN INLET PROTECTION _
<br />L5
<br />EA
<br />1
<br />12
<br />$ 1,500,00
<br />$ 95.00
<br />$ 1,500,00
<br />$ 1,140.00
<br />1
<br />$ 750.00
<br />1
<br />$ 1,500,00
<br />6
<br />$ 570.00
<br />12
<br />$ 1,140,00
<br />45
<br />2573,503
<br />SILT FENCE; TYPE MS -
<br />LF
<br />40
<br />✓
<br />$ 4.00
<br />$ 160.00
<br />0
<br />$ -
<br />0
<br />$ -
<br />47
<br />2574.507
<br />TOPSOIL (LV)
<br />CY
<br />556
<br />$ 25.00
<br />$ 1,400,00
<br />80
<br />$ 2,000.00
<br />80
<br />$ 2,000.00
<br />48
<br />2574.508
<br />FERTILIZER TYPE 3
<br />LBS
<br />15
<br />$ 40.00
<br />$ 600,00
<br />15
<br />$ 600,00
<br />15
<br />$ 800.00
<br />49
<br />2575,504
<br />SODDING TYPE LAWN
<br />SY
<br />10
<br />$ 250.00
<br />$ 2,500,00
<br />0
<br />$ -
<br />0
<br />$ -
<br />50
<br />2575.505
<br />SEEDING
<br />ACRE
<br />0.09
<br />$ 10,000,00
<br />$ 900,00
<br />0,05
<br />$ 500.00
<br />0,05
<br />$ 500.00
<br />51
<br />2575.508
<br />HYDRAULIC MULCH MATRIX
<br />LESS
<br />360
<br />$ 15,00
<br />$ 5,400.00
<br />180
<br />$ 2,700.00
<br />180
<br />$ 2,700,00
<br />62
<br />53
<br />54
<br />2575.508
<br />2582,503
<br />2582.503
<br />SEED MIXTURE 25-151
<br />19S
<br />15
<br />$ • 6.50
<br />$ 97.50
<br />4
<br />$ 26,00
<br />4
<br />$ 26.00
<br />4" DOUBLE SOLID LINE PAINT (EPDXY)
<br />4" SOLID LINE PAINT (EPDXY)
<br />IF
<br />IF
<br />2220
<br />4285
<br />$ 1,50
<br />$ 1.00
<br />$ 3,330,00
<br />$ 4,285.00
<br />2130
<br />$ 3,195,00
<br />2130
<br />$ 3,195.00
<br />4309
<br />$ 4,309.00
<br />4309
<br />$ 4,309.00
<br />55
<br />2582.518
<br />CROSSWALK PAINT (EPDXY)
<br />SF
<br />360 .
<br />$ 5.00
<br />$ 1,800,00
<br />336
<br />$ 1,680.00
<br />336
<br />$ 1,680,00
<br />66
<br />2582.518
<br />PAVEMENT MESSAGE PAINT (EPDXY)
<br />SF
<br />15
<br />$ 6,50
<br />$ 97,60
<br />15
<br />$ 97.50
<br />15
<br />$ 97,50
<br />GRAND TOTALS
<br />$ 860,896,85
<br />$ 231,048,75
<br />S 602.556.55
<br />intornaLCtly_Us a_Only
<br />A4SA Funds
<br />• Sloan Sowor Utility Funds
<br />Sanitary Se wor Utility Funds
<br />Total Funds
<br />$ 210, 648, 75
<br />$ _ 13,800.00
<br />. 6,600,00
<br />'$ 231,048.75.
<br />$ 526, 573.55
<br />$ 69,385.00
<br />$ 6,600.00
<br />$ 602,558.55
<br />Pay Estimate Page 2 of 2
<br />
|