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TKDA COMMISSION NO. 12688 -01 ENGINEERS • ARCHITECTS • PLANNERS
<br />BIDS OPENED: AUGUST 28, 2003, AT 10:00 AM
<br />"DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE ARNT CONSTRUCTION CO., INC. JAY BROS. INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />0
<br />0
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<br />0
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<br />N
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<br />1 $ 5,472.00
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<br />0
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<br />7
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<br />00'OOL $ 1
<br />00
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<br />r
<br />69
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<br />N
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<br />0
<br />0
<br />0
<br />0
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<br />N
<br />fA
<br />$ 1,970.00
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<br />0
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<br />N
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<br />0
<br />c0
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<br />0
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<br />0
<br />N
<br />EA
<br />00'999'9 $ 1
<br />1 $ 975.00
<br />0
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<br />N
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<br />0
<br />0
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<br />69
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<br />0
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<br />0
<br />N
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<br />$ 458.50
<br />00
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<br />0I\
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<br />ER
<br />CO
<br />EA
<br />$ 28,318.501
<br />$ 30,187.501
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<br />00
<br />c00
<br />rCO
<br />(0
<br />ER
<br />0
<br />CO
<br />69
<br />$ 24,705.00 1
<br />$ 24,260.50
<br />$ 450.00
<br />$ 15,100.25
<br />]$ 30.00
<br />$ 32.00
<br />$ 35.00
<br />$ 700.00
<br />1$ 1,000.00
<br />$ 1,200.00
<br />$ 1,375.00
<br />$ 1,970.00
<br />00
<br />o0
<br />co 0
<br />O
<br />N
<br />69
<br />to
<br />EA
<br />$ 58.00
<br />f$ 155.00
<br />0
<br />u0
<br />c0
<br />69
<br />$ 3.25
<br />0
<br />O
<br />O
<br />EA
<br />$ 3,000.00
<br />$ 12,800.00
<br />$ 1,000.00
<br />$ 150.00
<br />$ 125.00
<br />$ 3.50
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<br />0.
<br />r
<br />69
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<br />$ 8.75
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<br />$ 40.50
<br />$ 40.10
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<br />EA ER
<br />$ 2,392.00 1
<br />$ 4,788.00 1
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<br />$ 1,370.001
<br />0
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<br />$ 3,296.00 L
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<br />N
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<br />0
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<br />O
<br />0
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<br />EA
<br />1$ 850.001
<br />$ 1,700.00
<br />$ 1,024.00
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<br />$ 660.00
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<br />CO
<br />N
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<br />69
<br />$ 7,500.00
<br />$ 1,200.00 •
<br />0
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<br />0
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<br />0
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<br />M
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<br />0
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<br />$ 24,607.801 1
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<br />0
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<br />69
<br />0
<br />CO
<br />co
<br />N
<br />EA
<br />$ 22,748.00
<br />$ 375.00
<br />$ 18,088.00
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<br />0
<br />Ca N
<br />E
<br />�$ 28.00
<br />$ 34.00
<br />0
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<br />P
<br />$ 1,370.00
<br />0
<br />0
<br />6
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<br />EA
<br />$ 1,648.00
<br />$ 2,884.00
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<br />EA
<br />1 $ 85.00
<br />1 $ 85.00
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<br />EA
<br />$ 4.56
<br />00
<br />00
<br />EA
<br />N
<br />EA
<br />0
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<br />O
<br />N
<br />N
<br />69
<br />$ 7,500.00
<br />$ 1,200.00
<br />$ 110.00
<br />00100
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<br />0
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<br />$ 26.00 1 $ 2,392.00
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<br />EA
<br />$ 38.00 .1 $ 10,792.00
<br />00'00L $ 1 00'00L $
<br />1 $ 900.00 1 $ - 900.00
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<br />0
<br />0
<br />O
<br />0
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<br />EA
<br />1$ 70.00 1 $ 700.00
<br />$ 70.00 1 $ 1,400.00 1
<br />I$ 250.00 1 $ 1,000.00
<br />O
<br />O
<br />O
<br />O
<br />N
<br />N
<br />69
<br />0
<br />0
<br />N
<br />EA
<br />$ 1.50 1 $ 450.00_
<br />$ 25.00 $ 3,750.00
<br />$ 3,400.00 $ 1,020.00
<br />$ 56,834.00
<br />II!PuJF
<br />$ 20,000.00 $ 20,000.00
<br />$ 2,000.00 $ 2,000.00
<br />$ 100.00 $ 1,000.00
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<br />$ 12.00 1 $ 41,400.00
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<br />$ 10.00 1$ 28,000.001
<br />$ 38.00 1 $ 23,180.00 1
<br />00'98E'ZZ $ 001C $
<br />$ 625.00
<br />$ 12,920.00
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<br />6510
<br />3450
<br />350
<br />2800
<br />605
<br />250
<br />1615
<br />DIVISION I - STORM SEWER CONSTRUCTION
<br />115" RC PIPE SEWER, CLASS 5, DESIGN 3006
<br />118" RC PIPE SEWER, CLASS 5, DESIGN 3006
<br />124" RC PIPE SEWER, CLASS 3, DESIGN 3006
<br />115" RC PIPE APRON WITH TRASH GUARD
<br />24' RC PIPE APRON WITH TRASH GUARD
<br />CONSTRUCT CATCH BASIN - TYPE 402
<br />CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -
<br />TYPE 406
<br />CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -
<br />TYPE 406
<br />CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -
<br />TYPE 409
<br />RIPRAP CLASS II
<br />RIPRAP CLASS III
<br />EXPLORATORY DIGGING
<br />POND /DITCH EXCAVATION
<br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZATION)
<br />INSULATION (4" THICK)
<br />STORM POND NATIVE SEEDING (MN /DOT MIX 25A
<br />MODIFIED [25B1)
<br />SUBTOTAL DIVISION 1
<br />DIVISION II - STREET CONSTRUCTION AND RESTORATION
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />CLEARING
<br />GRUBBING
<br />REMOVE CONCRETE CURB AND GUTTER (ALL TYPES)
<br />REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS)
<br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />COMMON EXCAVATION (P)
<br />SELECT GRANULAR BORROW (CV) (P)
<br />TOPSOIL BORROW (LV)
<br />AGGREGATE BASE, CLASS 5 (100% CRUSHED)
<br />TYPE LV AGG. 3 WEARING COURSE (B) (LVWE35030B)
<br />TYPE LV AGG. 3 NON - WEARING COURSE (B)
<br />(LVNW35030B)
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />B618 CONCRETE CURB AND GUTTER
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