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IF 20-01 Variolite Street Reconstruction
<br />Pay Estamite
<br />PAY ESTIMATE NO 6
<br />BASE BID
<br />$
<br />2,813,756.09 $ 1%460.70
<br />$
<br />2,379,167.89
<br />ALTERNATIVE A
<br />$
<br />40,200.00 $ -
<br />$
<br />4%200.00
<br />ALTERNATIVE B
<br />$
<br />(42,096.60) $ -
<br />$
<br />182,709.20
<br />CHANGE ORDER No. 1.
<br />$
<br />43,410.80 $ -
<br />$
<br />44,610.10
<br />BASE BID PLUS ALTERNATIVES
<br />$
<br />2,8551270.29 $ 19,460.70
<br />$
<br />2,646,687.19
<br />RA RV. RID
<br />Item
<br />No.
<br />MnDot Item Description
<br />No.
<br />Unit
<br />CONTRACT AMOUNT
<br />PAY THIS PERIOD
<br />PAID TO DATE
<br />Estimated
<br />Unit Price Extension Quantity
<br />uantity
<br />Extension Quantity Extension
<br />1
<br />2021.501 MOBILIZATION
<br />LS
<br />1.00
<br />$ 150,000.00 $
<br />150,000.00
<br />0.10
<br />$ 15,000.00
<br />1.00
<br />$ ` 150,000.00
<br />2
<br />2101.524 GRUBBING
<br />TREE
<br />1
<br />$
<br />132.00 $
<br />132.00
<br />0
<br />$ -
<br />3
<br />$ 396.00
<br />3
<br />2101.524 CLEARING
<br />TREE
<br />1
<br />$
<br />295.00 $
<br />295.00
<br />0
<br />$ -
<br />3
<br />$ 885.00
<br />4
<br />2104.502 REMOVE MANHOLE (SANITARY)
<br />EA
<br />2
<br />$
<br />869.00 $
<br />1,738.00
<br />0
<br />$ -
<br />2
<br />$ 1,738.00
<br />5
<br />2104.502 SALVAGE MAIL BOX SUPPORT
<br />EA
<br />12
<br />$
<br />50.00 $
<br />600.00
<br />7
<br />$ 350.00
<br />11
<br />$ 550.00
<br />6
<br />2104.503 REMOVE PIPE CULVERT
<br />LF
<br />513
<br />$
<br />8.25 $
<br />4,232.25
<br />0
<br />$ -
<br />486
<br />$ 4,009.50
<br />7
<br />2104.503 REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />58
<br />$
<br />7.35 $
<br />426.30
<br />0
<br />$ -
<br />58
<br />$ 426.30
<br />8
<br />2104.503 REMOVE PIPE SEWER (SANITARY)
<br />LF
<br />33
<br />$
<br />15.60 $
<br />514.80
<br />0
<br />$
<br />18
<br />$ 280.80
<br />9
<br />2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />LF
<br />40
<br />$
<br />5.00 $
<br />200.00
<br />0
<br />$ -
<br />22
<br />$ 110.00
<br />10
<br />2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />LF
<br />710
<br />$
<br />2.65 $
<br />1,881.50
<br />0
<br />$
<br />612
<br />$ 1,621.80
<br />11
<br />2104.504 REMOVE BITUMINOUS PAVEMENT (DRIVEWAY)
<br />SY
<br />154
<br />$
<br />11.00 $
<br />1,694.00
<br />0
<br />$ -
<br />154
<br />$ 1,694.00
<br />U
<br />I .4lV4.3V4 1tCMV Vh bll UiVllNUU�i YAVhN lhN 1 (11QUL)
<br />6Y
<br />4-11
<br />4.85
<br />2,313.45
<br />0
<br />- 512
<br />$
<br />2,483.20
<br />13
<br />2104.504 REMOVE GRAVEL PAVEMENT (DRIVEWAY)
<br />SY
<br />216
<br />$
<br />15.10 $
<br />3,261.60
<br />0
<br />$
<br />- 198
<br />$
<br />2,989.80
<br />14
<br />2104.518 REMOVE CONCRETE PAVEMENT
<br />SF
<br />280
<br />$
<br />1.50 $
<br />420.00
<br />0
<br />$
<br />- 360
<br />$
<br />540.00
<br />15
<br />2105.507 COMMON EXCAVATION (EV)
<br />CY
<br />2,098
<br />$
<br />5.55 $
<br />11,643.90
<br />0
<br />$
<br />- 2,134
<br />$
<br />11,843.70
<br />16
<br />2105.507 SUBGRADE EXCAVATION, REMOVE UNSUITABLE
<br />MATERIAL (EV)
<br />CY
<br />7,000.
<br />$
<br />2.55 $
<br />17,850.00
<br />0
<br />$
<br />- 491
<br />$
<br />1,252.05
<br />17
<br />2105.601 TEMPORARY ACCESS ROAD
<br />LS
<br />1
<br />$ 17,900.00 $
<br />17,900.00
<br />0
<br />$
<br />- 1
<br />$
<br />17,900.00
<br />18
<br />2105.601 DEWATERING
<br />LS
<br />1
<br />$ 1.22.1100.00 $
<br />122,100.00
<br />0.0
<br />$
<br />- 1
<br />$
<br />122,100.00
<br />19
<br />2106.507 SELECT GRANULAR BORROW (CV)
<br />CY
<br />8,750
<br />$
<br />19.40 $
<br />169,750.00
<br />0
<br />$
<br />491
<br />$
<br />9,525.40
<br />20
<br />2106.507 GRANULAR EMBANKMENT (LV)
<br />CY
<br />1,001
<br />$
<br />5.25 $
<br />5,255.25
<br />0
<br />$
<br />- 360
<br />$
<br />1,890,00
<br />21
<br />2112.519 SUBGRADE PREPARATION
<br />RDST
<br />119
<br />$
<br />492.00 $
<br />58,548.00
<br />0
<br />$
<br />- 119
<br />$
<br />58,548.00
<br />22
<br />2118 507 AGGREGATE SURFACING (LV); CLASS 5 MODIFIED
<br />(DRIVEWAYS}
<br />CY
<br />37
<br />$
<br />99.00 $
<br />3,663.00
<br />0
<br />$
<br />-37
<br />$
<br />3,663.00
<br />23
<br />2130.523 WATER
<br />MGAL
<br />400
<br />$
<br />54.50 $
<br />21,800.00
<br />0
<br />$
<br />120
<br />$
<br />6,540.00
<br />24
<br />2211.507 AGGREGATE BASE (CV) CLASS 5 MODIFIED
<br />CY
<br />2,919
<br />$
<br />31.20 $
<br />91,072.80
<br />0
<br />$
<br />- 2,919
<br />$
<br />91,072.80
<br />25
<br />2215.504 STABILIZED FULL DEPTH RECLAMATION
<br />SY
<br />37,705
<br />$
<br />1.75 $
<br />65,983.75
<br />0
<br />$
<br />- 37,705
<br />$
<br />65,983.75
<br />26
<br />2215.504 FULL DEPTH RECLAMATION
<br />SY
<br />19,543
<br />$
<br />1.05 $
<br />20,520.15
<br />0
<br />$
<br />- 19,543
<br />$
<br />20,520.15
<br />27
<br />2215.507 HAUL FULL DEPTH RECLAMATION (LV)
<br />CY
<br />6,189
<br />$
<br />11.50 $
<br />71,173.50
<br />0
<br />$
<br />- .7,646
<br />$
<br />87,929.00
<br />28
<br />2215.509 BITUMINOUS MATERIAL FOR MIXTURE
<br />TON
<br />546
<br />$
<br />395.00 $
<br />215,670.00
<br />0
<br />$
<br />- 368
<br />$
<br />145,360.00
<br />29
<br />2232.504 MILL BITUMINOUS SURFACE (2.0")
<br />SY
<br />145
<br />$
<br />7.00 $
<br />1,015.00
<br />0
<br />$
<br />145
<br />$
<br />1,015.00
<br />30
<br />2357.506 BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />4,076
<br />$
<br />0.01 $
<br />40.76
<br />0
<br />$
<br />- 745
<br />$
<br />7.45
<br />31
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) (2.0")
<br />TON
<br />6,114
<br />$
<br />69.50 $
<br />424,923.00
<br />0
<br />$
<br />- 61,763
<br />$
<br />4701,028.50
<br />32
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE
<br />(SPWEA340C) (2.0") (DRIVEWAYS)
<br />TON
<br />22
<br />$
<br />I49.00 $
<br />3,278.00
<br />0
<br />$
<br />- 22
<br />$
<br />3,278.00
<br />33
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE
<br />(SPWEA340C) (2.5") (BITUMINOUS TRAIL)
<br />TON
<br />31
<br />$
<br />107.00 $
<br />3,317.00
<br />0
<br />$
<br />31
<br />$
<br />3,317.00
<br />34
<br />2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) (2.00)
<br />TON
<br />61405
<br />$
<br />61.90 $
<br />396,469.50
<br />0
<br />$
<br />- 6,759
<br />$
<br />418,382.10
<br />35
<br />2501.502 15" CS PIPE APRON
<br />EA
<br />1
<br />$
<br />224.00 $
<br />224.00
<br />0
<br />$
<br />- 1
<br />$
<br />224.00
<br />36
<br />2501.502 18" CS PIPE APRON
<br />EA
<br />24
<br />$
<br />229.00 $
<br />5,496.00
<br />0
<br />$
<br />- 26
<br />$
<br />5,954.00
<br />37
<br />2501.503 15" CS PIPE CULVERT
<br />LF
<br />21
<br />$
<br />35.60 $
<br />747.60
<br />0
<br />$
<br />- 21
<br />$
<br />747.60
<br />38
<br />2501.503 18" CS PIPE CULVERT
<br />LF
<br />516
<br />$
<br />38.501 $
<br />19,866.00 L
<br />0
<br />$
<br />521
<br />$
<br />20,058.50
<br />JJ
<br />40
<br />.4JVL..JVf+
<br />2502,503
<br />T A 1LA.L.+!']U 1 L-J Vlr 1„.1LLiili 1131I11J ry �11JL
<br />4" PERF PVC PIPE DRAIN
<br />1J C1
<br />LF
<br />1It
<br />371
<br />17
<br />$
<br />'T71.VV
<br />10.50
<br />$
<br />V,1 I`t.vV
<br />311895.50
<br />U
<br />0
<br />aQ
<br />$
<br />- 1`t
<br />- 350
<br />ap
<br />$
<br />[}, j 1,}.{Ju
<br />3,675.00
<br />41
<br />2503.503
<br />8" PVC PIPE SEWER (SDR 26)
<br />LF
<br />33
<br />$
<br />40.60
<br />$
<br />1,339.80
<br />0
<br />$
<br />- 33
<br />$
<br />1,339.80
<br />42
<br />2503.503
<br />21" PVC PIPE SEWER (SDR 26)
<br />LF
<br />2,328
<br />$
<br />88.70
<br />$
<br />206,493.60
<br />0
<br />$
<br />- 2,311
<br />$
<br />204,985.70
<br />43
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EA
<br />1
<br />$
<br />1,170.00
<br />$
<br />1,170.00
<br />0
<br />$
<br />- 1
<br />$
<br />1,170.00
<br />44
<br />2503.602
<br />CONNECT TO EXISTING SANITARY SEWER
<br />EA
<br />2
<br />$
<br />1,560.00
<br />$
<br />3,120.00
<br />0
<br />$
<br />- 2
<br />$
<br />3,120.00
<br />45
<br />2503.602
<br />21" PVC PIPE PLUG
<br />EA
<br />1
<br />$
<br />641.00
<br />$
<br />641.00
<br />0
<br />$
<br />1
<br />$
<br />641.00
<br />46
<br />2503.603
<br />CLEAN AND VIDEO TAPE PIPE SEWER (SANITARY)
<br />LF
<br />2,361
<br />$
<br />1.40
<br />$
<br />3,305,40
<br />0
<br />$
<br />- 2,361
<br />$
<br />31305.40
<br />47
<br />2503.603
<br />PLUG FILL AND ABANDON PIPE SEWER
<br />(SANITARY FORCE MAIN)
<br />LF
<br />2,277
<br />$
<br />4.95
<br />$
<br />11,271.15
<br />0
<br />$
<br />- 2,275
<br />$
<br />1 L261.25
<br />48
<br />2503.618
<br />MANHOLE COATING
<br />SF
<br />751
<br />$
<br />0.01
<br />$
<br />7.51
<br />0
<br />$
<br />- 751
<br />$
<br />7.51
<br />49
<br />2504.602
<br />ADJUST VALVE BOX
<br />EA
<br />17
<br />$
<br />301.00
<br />$
<br />5,117.00
<br />0
<br />$
<br />- 17
<br />$
<br />5,117.00
<br />50
<br />2504.602
<br />HYDRANT
<br />EA
<br />6
<br />$
<br />4,630.00
<br />$
<br />27,780.00
<br />0
<br />$
<br />6
<br />$
<br />27,780.00
<br />51
<br />2504,602
<br />6" GATE VALVE & BOX
<br />EA
<br />5
<br />$
<br />1,630.00
<br />$
<br />8,150.00
<br />0
<br />$
<br />5
<br />$
<br />8,150.00
<br />52
<br />2504.602
<br />8" GATE VALVE & BOX
<br />EA
<br />1
<br />$
<br />2,110.00
<br />$
<br />2,110.00
<br />0
<br />$
<br />- 1
<br />$
<br />2,110.00
<br />53
<br />2504.602
<br />12" GATE VALVE & BOX
<br />EA
<br />8
<br />$
<br />31630.00
<br />$
<br />29,040.00
<br />0
<br />$
<br />8
<br />$
<br />2%040.00
<br />54
<br />1 2504.602
<br />CONNECT TO EXISTNG WATERMAIN
<br />EA
<br />1
<br />$
<br />1,590.00
<br />$
<br />1,590.00
<br />0
<br />$
<br />- 1
<br />$
<br />1,590,00
<br />55
<br />2504.603
<br />6" WATERMAIN DUCTILE IRON CLASS 53
<br />LF
<br />100
<br />$
<br />51.90
<br />$
<br />5,190.00
<br />0
<br />$
<br />- 79
<br />$
<br />4,100.10
<br />56
<br />2504.603
<br />8" WATERMAIN DUCTILE IRON CLASS 52
<br />LF
<br />20
<br />$
<br />55.70
<br />$
<br />1,114.00
<br />0
<br />$
<br />- 4
<br />$
<br />222.80
<br />20-01 Variolite Street Reconstion Pay Estimate page 2 of 3
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