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$ 60,000.00
<br />$ 1,081.50
<br />0 0 1
<br />C) 101
<br />O 0) I
<br />W
<br />CO. I
<br />I
<br />V9 4)I
<br />$ 2,590.00
<br />$ 4,500.00
<br />10 0
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<br />M N
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<br />LO r
<br />M(O
<br />(1) V)4
<br />4
<br />4
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<br />$ 1,081.50
<br />$ 528.00
<br />$ 24,840.00
<br />$ 20,873.70
<br />$ 1,400.00
<br />$ 1,200.00
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<br />4) 494
<br />$ 15,000.00
<br />$ 750.00
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<br />49 69
<br />$ 5,180.00
<br />$ 5,700.00
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<br />$ 39,060.00
<br />$ 14,652.00
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<br />$ 14,425.00
<br />$ 2,150.00
<br />$ 750.00
<br />$ 279.00
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<br />494
<br />$ 450.00
<br />$ 37,910.00
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<br />494)4)64
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<br />$ 35.00
<br />$ 4,500.00
<br />$ 6.75
<br />$ 6.75
<br />I
<br />$ 3.50
<br />$ 6.00
<br />$ 3.45
<br />$ 1.35
<br />O 0
<br />00o
<br />0 (o
<br />C))
<br />O
<br />M
<br />$ 14.00
<br />$ 160.00
<br />$ 285.00
<br />$ 4.45
<br />$ 2.20
<br />$ 7.50
<br />$ 1.50
<br />$ 8.85
<br />$ 57.20
<br />$ 40.00
<br />$ 37.90
<br />$ 28.00
<br />$ 12.00
<br />0 CC
<br />x 0
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<br />CO
<br />0) 4,49
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<br />0 0
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<br />69
<br />$ 1,300.00 I I $ 620.00
<br />$ 6,520.00 $ 33.00
<br />$ 26,784.00 $ 35.00
<br />$ 10,692.00 $ 37.00
<br />$ 56,355.00 $ 67.00
<br />$ 712.00 $ 2.05
<br />W
<br />0
<br />6S 9 4
<br />6
<br />o
<br />r
<br />4)
<br />$ 5,000.00 I $ 2,885.00
<br />$ 2,000.00 $ 2,150.00
<br />$ 1,200.00 $ 125.00
<br />$ 600.00 $ 93.00
<br />$ 700.00 $ 725.00
<br />$ 4,800.00 $ 875.00
<br />$ 540.00 $ 25.00
<br />$ 16,056.00 $ 42.50
<br />$ 1,600.00 $ 3.10
<br />$ 2,500.00 $ 3.70
<br />$ 3,633.001
<br />$ 7,232.00
<br />1,545.00
<br />880.00
<br />$ 36,000.00
<br />$ 30,924.00
<br />$ 1,000.00
<br />$ 1,000.00 •
<br />$ 900.00 •
<br />1 00'001
<br />00'09
<br />00'001'1
<br />00'009
<br />$ 120,035.00
<br />$ 11,365.00
<br />$ 20,000.00
<br />$ 5,000.00
<br />i 99,900.00
<br />3 4,200.00
<br />> 113,100.00
<br />103,600.00
<br />$ 231,625.00
<br />$ 38,493.00
<br />$ 4,800.00
<br />$ 900.00
<br />6 4,200.00
<br />6 4,275.00
<br />LAKE DRIV LLO DRIVE IMPROVEMENTS TOLTZ, KING, Dl
<br />CITY OF LINO LAKES, MINNESOTA AND ASSOCIATE
<br />COMMISSION NO. 12426 -01 ENGINEERS -AR(
<br />TABULATION OF BIDS
<br />BIDS OPENED: MARCH 4, 2002 *DENOTES ERROR IP
<br />NORTHWEST ASPHALT EUREKA CONSTRUCTION
<br />ITEM MN/DOT UNIT TOTAL UNIT TOTAL
<br />Nn NO DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT
<br />$ 120,000.00
<br />$ 750.00
<br />$ 9,250.00
<br />$ 750.00
<br />O O
<br />O p
<br />N O
<br />O7 In
<br />4) 49
<br />49 49
<br />5.00
<br />2.00
<br />> 250.00
<br />5.00
<br />3.00
<br />50.00
<br />50.00
<br />6 500.00 9
<br />6 100.00 9
<br />5.00
<br />1.00
<br />10.00
<br />10.00
<br />yr 6) w 6,
<br />0 00 0o
<br />0 0 0 0
<br />W IWO m(()
<br />49 E9 4) 49
<br />27.25
<br />13.00
<br />$ 1.00
<br />6 450.00
<br />... 6.
<br />0 O
<br />O O
<br />0
<br />W
<br />4,.:9
<br />$ 650.00
<br />$ 20.00
<br />$ 22.00
<br />$ 24.00
<br />$ 27.00
<br />$ 65.00
<br />$ 1.00 ,
<br />_.
<br />0
<br />O
<br />69
<br />$ 1,000.00
<br />$ 2,000.00
<br />$ 200.00
<br />$ 200.00
<br />$ 700.00
<br />$ 800.00
<br />$ 30.00
<br />$ 18.00
<br />$ 5.00
<br />$ 2.50
<br />120,000.00
<br />5,000.00
<br />125.00
<br />5,000.00
<br />125.00
<br />5,000.00
<br />0000
<br />0000
<br />N: W07
<br />In
<br />v9 49
<br />V)))
<br />4s 49
<br />4) V)
<br />4) 4)
<br />4:4,
<br />4, r+
<br />m 6,69 4)
<br />67 6
<br />... _.
<br />_. _-
<br />__ __
<br />$ 83,525.00
<br />$ 330.00
<br />00 0
<br />o 0
<br />CO N
<br />(O
<br />49 49
<br />3,700.00
<br />3,500.00
<br />3,114.00
<br />7,593.60
<br />518.00
<br />618.00
<br />440.00
<br />46,080.00
<br />9,431.82
<br />840.00
<br />1,000.00
<br />900.00
<br />14.00
<br />28.00
<br />493.00
<br />I 1,100.00
<br />i 103,230.10
<br />43,755.25
<br />0 0
<br />o O
<br />0 0
<br />T N. t0
<br />i 102,897.00
<br />S 5,700.00
<br />i 116,725.00
<br />i 103,880.00
<br />6 249,900.00
<br />6 25,316.55
<br />6 4,800.00
<br />6 1,308.00
<br />6 5,040.00
<br />6 8,288.75
<br />6 1,380.00
<br />6 9,780.00
<br />6 29,702.50
<br />6 36,046.80
<br />6 14,355.00
<br />33,032.70
<br />925.60
<br />6 2,085.00
<br />6 4,525.00
<br />6 9,285.00
<br />2,218.00
<br />1 ,200.00
<br />O O
<br />m 00
<br />4) 4)
<br />6 6,000.00
<br />345.60
<br />6 17,438.60
<br />832.00
<br />6 4,350.00
<br />49 4)
<br />49 49
<br />49 49
<br />4) 4) 49 6)(06).6)
<br />w
<br />at o,
<br />4) 4)
<br />V) d) cr, ors,
<br />W7
<br />07 0707
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<br />_. _.
<br />_. ■.
<br />_. _.
<br />_- --
<br />-- ■
<br />__ _.
<br />_. _.
<br />__
<br />$ 83,525.00
<br />$ 2,200.00
<br />0 0 0 0
<br />0 0 0 0
<br />0Oo o
<br />CO IO W 0
<br />r p)
<br />4) 4) 4) 49
<br />0 0
<br />0,t
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<br />4) 49
<br />$ 3.50
<br />$ 2.00
<br />$ 5.00
<br />$ 6.40
<br />$ 0.61
<br />$ 210.00
<br />$ 5.00
<br />$ 3.00
<br />$ 14.00
<br />$ 14.00
<br />$ 493.00
<br />$ 100.00
<br />$ 4.30
<br />$ 3.85
<br />0 0
<br />(0
<br />W 000)
<br />V) f9
<br />$ 9.27
<br />$ 76.00
<br />$ 40.25
<br />$ 37.10
<br />$ _ 29.40
<br />$ 8.55
<br />$ 1.00
<br />$ 654.00
<br />$ 720.00
<br />$ 87.25
<br />0 0
<br />O O
<br />O O
<br />W
<br />49 4)
<br />$ 27.25
<br />$ 32.30
<br />IT 36.25
<br />$ 38.10
<br />$ 1.30
<br />$ 2,085.00
<br />$ 4,525.00
<br />$ 1,857.00
<br />$ 2,218.00
<br />$ 200.00
<br />00'00L $
<br />00'001 $
<br />0 0
<br />O N
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<br />r
<br />4) 4)
<br />$ 19.55
<br />$ 2.60
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<br />7
<br />43
<br />LS
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<br />TREE
<br />ACRE
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<br />m
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<br />1
<br />0.15
<br />74
<br />0.15
<br />74
<br />1
<br />519
<br />904
<br />148
<br />309
<br />88
<br />7,200
<br />15,462
<br />4
<br />200
<br />300
<br />r N r .-
<br />24,007
<br />11,365
<br />2,000
<br />500
<br />11,100
<br />75
<br />2,900
<br />2,800
<br />8,500
<br />2,961
<br />O
<br />O N
<br />V
<br />N OW)
<br />2
<br />326
<br />CD
<br />0.
<br />..- r
<br />CW7 co
<br />712
<br />1
<br />r in
<br />r co
<br />M r
<br />892
<br />1 320
<br />MOBILIZATION
<br />CLEARING
<br />CLEARING
<br />GRUBBING
<br />GRUBBING
<br />REMOVE BUILDING. SLABS AND DEBRIS
<br />REMOVE PIPE CULVERTS
<br />REMOVE PIPE STORM SEWER
<br />REMOVE CURB AND GUTTER
<br />REMOVE FENCE
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE DRAINAGE STRUCTURE
<br />SAWING CONC PAVEMENT (FULL DEPTH)
<br />SAWING BIT PAVEMENT (FULL DEPTH)
<br />SALVAGE SIGN TYPE C
<br />SALVAGE SIGN TYPE D
<br />SALVAGE LIGHTING UNIT
<br />RELOCATE MAILBOX
<br />COMMON EXCAVATION (P)
<br />SUBGRADE EXCAVATION
<br />TOPSOIL BORROW (LV)
<br />WATER FOR DUST CONTROL
<br />AGGREGATE BASE, CL 5 (P)
<br />TYPE LV 3 WEARING COURSE MIXTURE (B)
<br />TYPE HV 4 WEARING COURSE MIXTURE (C)
<br />TYPE HV 3 NON - WEARING COURSE MIXTURE (C)
<br />TYPE MV 3 NON - WEARING COURSE MIXTURE (B)
<br />TEMPORARY PAVEMENT
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />15 "RC PIPE APRON WITH TRASH GUARD
<br />18 "RC PIPE APRON WITH TRASH GUARD
<br />22" SPAN RC PIPE -ARCH CULVERT CLASS 5
<br />22" SPAN RC PIPE -ARCH APRON W/TRASH GRD
<br />12 "RC PIPE SEWER CLASS 5
<br />15 "RC PIPE SEWER CLASS 5
<br />18 "RC PIPE SEWER CLASS 5
<br />24 °RC PIPE SEWER CLASS 3
<br />8" PVC PIPE SEWER, SDR 26
<br />TELEVISE SANITARY SEWER MAINS
<br />CONNECT TO EXISTING WATERMAIN
<br />1WATERMAIN OFFSET
<br />RELOCATE HYDRANT AND VALVE
<br />HYDRANT
<br />ADJUST EXISTING G.V. BOX
<br />ADJUST EXISTING CURB BOX
<br />16" GATE VALVE AND BOX
<br />8" GATE VALVE AND BOX
<br />6" WATERMAIN DUCTILE IRON CL 52
<br />18" WATERMAIN DUCTILE IRON CL 52
<br />2" INSULATION BOARD
<br />DUCTILE IRON FITTINGS
<br />2021.501
<br />2101 501 I
<br />2101.502
<br />2101.507
<br />2101.507
<br />2101501
<br />E C.-
<br />In
<br />1 0 •cr V
<br />O_ C_
<br />1 N N
<br />2104.501
<br />2104 501
<br />2104.505
<br />2104.505
<br />2104.505
<br />2104.509
<br />2104.511
<br />2104 513
<br />2104.523
<br />2104.523
<br />2104.523
<br />2104.602
<br />2105.501
<br />2105.507
<br />2105.525
<br />2130 501
<br />2211.503
<br />2350.501
<br />2350.501
<br />2350.502
<br />2350.502
<br />2350.601
<br />2357.502
<br />2501.515
<br />2501.515
<br />2501.521
<br />2501.525
<br />2503 511
<br />2503.511
<br />2503.511
<br />2503.511
<br />2503.511
<br />2503.603
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.602
<br />2504.603
<br />2504.603
<br />2504.604
<br />2504.608
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<br />V
<br />a a .7
<br />'' V 100
<br />10 4.0
<br />10
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