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<br />1 $ 7,525.00
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<br />$ 4,620.00
<br />$ 624.00
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<br />69
<br />$ 386.00
<br />$ 14,408.75
<br />$ 700.00
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<br />64
<br />$ 876.00
<br />$ 1,300.00
<br />$ 1,590.00
<br />$ 425.00
<br />$ 275.00
<br />$ 46,250.12
<br />$ 1,056.00
<br />$ 27,440.00
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<br />$ 10.36
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<br />$ 69,894.00
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<br />64 64
<br />6 1,225.00
<br />6 1,750.00
<br />6 2,480.00
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<br />1,540.00 1
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<br />63
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<br />$ 18,000.00
<br />80.00
<br />6 35.00
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<br />0 0
<br />6 2.00
<br />6 0.50
<br />6 1.25
<br />6 350.00
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<br />6 10.00
<br />15.00
<br />85.00
<br />i 25.00
<br />6.86
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<br />1 $ 50.00
<br />6 770.00
<br />6 875.00
<br />6 1,225.00
<br />6 1,750.00
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<br />0
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<br />6 775.00 1
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<br />6 27.80
<br />32.00
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<br />52.00
<br />i 300.00
<br />i 1,540.00
<br />TABULA OF BIDS
<br />HOLLY DRIVE IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />S.A.P. 210 - 109 -02
<br />TKDA COMMISSION NO. 12623 -02 E
<br />BIDS OPENED: JULY 15, 2004, AT 10:00 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE W.B. MILLER, INC.
<br />ITEM MN /DOT UNIT TOTAL UNIT TOTAL
<br />NO. SPEC. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT
<br />_.
<br />_,
<br />_,636.E9_,or
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<br />9r
<br />69. 649r
<br />6. err
<br />97 00
<br />_,
<br />err
<br />6964
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<br />69.
<br />69 err
<br />err
<br />$ 2,310.00
<br />00
<br />00
<br />T0
<br />64
<br />ER
<br />22,575.00
<br />0010
<br />00)CD0r
<br />ER
<br />r.
<br />64 64
<br />654.50
<br />4,053.00
<br />108,930.15
<br />210.00
<br />176.40
<br />1,065.80
<br />552.50
<br />1,325.00
<br />475.00
<br />858.00
<br />52,924.70
<br />000
<br />0
<br />1N0
<br />—NOV
<br />p0p
<br />0
<br />10,878.00
<br />550.00
<br />$ 948.50
<br />$ 71,041.25
<br />$ 25,803.00
<br />$ 69,276.25
<br />$ 3,346.50I
<br />6 1,027.50
<br />6 2,040.50
<br />6 9,400.00
<br />6 4,920.00
<br />6 1,560.00 C
<br />00
<br />p0 0
<br />0(0 CO
<br />0.0
<br />Nr
<br />64
<br />6 630.00
<br />6 12,528.00
<br />i 2,713.50
<br />i 9,550.40
<br />i 13,335.00
<br />0
<br />0
<br />O
<br />r
<br />i 1,148.00
<br />440.00
<br />1,050.00
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<br />97
<br />64 9:
<br />6,
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<br />64
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<br />1 $ 16,000.00
<br />1 $ 160.00
<br />rs 105.00
<br />3.70
<br />4.75
<br />4.75
<br />4.25
<br />5.25
<br />9.45
<br />105.00
<br />4.20
<br />3.65
<br />4.25
<br />12.50
<br />95.00
<br />78.00
<br />7.85
<br />6000
<br />NCOO
<br />rO
<br />CD
<br />r
<br />10.50
<br />110.00
<br />0
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<br />0
<br />63
<br />$ 40.25
<br />$ 47.00
<br />39.25
<br />0
<br />IA
<br />r
<br />69
<br />6 1.50
<br />6 26.50
<br />6 1,175.00
<br />6
<br />6 1,560.00
<br />00
<br />00
<br />0N-
<br />o,.
<br />Ni
<br />6.63
<br />6 . 630.00
<br />13.50
<br />16.75
<br />18.80
<br />21.00
<br />i 23.50 1
<br />i 32.80
<br />i 110.00
<br />1,050.00
<br />_.
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<br />,.,
<br />.., ..r
<br />97
<br />97 97
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<br />6 2,838.00
<br />6 3,696.00
<br />6 468.00
<br />6 616.00
<br />6 1,544.00
<br />6 23,054.00
<br />800.00
<br />6 168.00
<br />876.00
<br />0
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<br />i 3,180.00
<br />i 750.00
<br />i 330.00
<br />i 47,194.00
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<br />TN $ 36.00 $ 63,540.00
<br />TN $ 39.00 $ 21,411.00
<br />TN $ 35.00 $ 61,775.00
<br />SY I $ 15.00 I $ 4,365.00
<br />$ 1,370.00
<br />$ 693.00
<br />$ 6,400.00
<br />$ 3,600.00
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<br />$ 450.00
<br />$ 23,200.00
<br />$ 4,374.00
<br />$ 12,700.00
<br />$ 17,145.00
<br />i 1,740.00 1
<br />$ 1,120.00
<br />$ 1,000.00
<br />$ 900.00
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<br />64 w
<br />64
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<br />$ 2.00
<br />6 9.00
<br />6 800.00
<br />6 900.00
<br />6 1,000.00
<br />69
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<br />0 0
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<br />e-
<br />69 ER
<br />6 450.00
<br />6 25.00
<br />6 27.00
<br />6 25.00
<br />6 27.00
<br />0
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<br />N
<br />i 32.00
<br />i 250.00
<br />i 900.00
<br />0
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<br />12.00
<br />12.00
<br />6 . 4.00
<br />6 2.00
<br />2.00
<br />6 400.00
<br />6 4.00
<br />6 3.00
<br />6 40.00
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<br />$ 10.00
<br />$ 300.00
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<br />7"
<br />7"
<br />1 215
<br />1 258
<br />308
<br />39
<br />e7
<br />T
<br />772
<br />11,527
<br />NN
<br />42
<br />292
<br />130
<br />106
<br />5
<br />11
<br />6,742
<br />132
<br />00
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<br />00
<br />0
<br />V
<br />1,036
<br />5
<br />9,485
<br />1,765
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<br />HOLLY DRIVE IMPROVEMENTS
<br />(REMOVE & RESET EXISTING PROPERTY IRONS
<br />(MOBILIZATION
<br />1CLEARING
<br />GRUBBING
<br />(REMOVE PIPE CULVERT (CMP,CPP)
<br />REMOVE PIPE CULVERT (RCP)
<br />REMOVE SEWER PIPE (STORM)
<br />(REMOVE CONCRETE CURB & GUTTER
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />REMOVE BITUMINOUS SURFACING (STREET & DRIVEWAY)
<br />REMOVE CATCH BASIN
<br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH)
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />SALVAGE & REINSTALL WIRE FENCE
<br />SALVAGE & REINSTALL WOOD FENCE
<br />SALVAGE & RELOCATE MAIL BOX WITH SUPPORT
<br />SALVAGE SIGN (INCL. POST & ASSEMBLY)
<br />COMMON EXCAVATION (P)
<br />POND EXCAVATION (P)
<br />ISUBGRADE EXCAVATION
<br />SELECT GRANULAR BORROW (CV)
<br />TOPSOIL BORROW (LV)
<br />EXPLORATORY DIGGING
<br />(AGGREGATE BASE, CLASS 5 FOR STREET, TRAIL, &
<br />(DRIVEWAY (100% CRUSHED)
<br />TYPE LV 4 WEARING COURSE MIXTURE FOR STREET (C)
<br />TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C)
<br />TYPE LV 3 NON - WEARING COURSE MIXTURE FOR STREET (C)
<br />TYPE LV 4 WEARING COURSE MIXTURE FOR DRIVEWAYS (C)
<br />(2" THICK)
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />1.5" CRUSHED ROCK (TRENCH STABILIZATION)
<br />15" RC PIPE APRON W/ TRASH GUARD
<br />18" RC PIPE APRON W/ TRASH GUARD
<br />21" RC PIPE APRON W/ TRASH GUARD
<br />27" RC PIPE APRON W/ TRASH GUARD
<br />10" PVC CLEANOUT INCL. CASTING ASSEMBLY
<br />12" PVC CLEANOUT INCL. CASTING ASSEMBLY
<br />10" PVC PIPE SEWER, SDR26
<br />12" PVC PIPE SEWER, SDR26
<br />15" RC PIPE SEWER, DESIGN 3006 CLASS V
<br />18" RC PIPE SEWER, DESIGN 3006 CLASS V
<br />21" RC PIPE SEWER, DESIGN 3006 CLASS III
<br />27" RC PIPE SEWER, DESIGN 3006 CLASSIII
<br />ADJUST VALVE BOX
<br />CONNECT TO EXISTING WATERMAIN
<br />CD
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<br />2021.501
<br />2101.502
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<br />2104.505
<br />2104.509
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<br />2104.513
<br />2104.521
<br />2104.521
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<br />2503.511
<br />2503.541
<br />2503.541
<br />2503.541
<br />2503.541
<br />2504.602
<br />2504.602
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