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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 />W.B. MILLER, INC. BIDDER BIDDER <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />E9 <br />E9 <br />69. E9 E9 <br />E9 <br />E9 <br />(fl <br />E9 <br />EA <br />69 <br />E9 <br />69 <br />EA <br />E9 <br />E9 <br />0) <br />E9 <br />69 <br />64 <br />69 <br />E9 <br />E9 <br />EA. <br />69 <br />E9 E9 <br />EA <br />E9 <br />E9 <br />EA <br />E9 <br />E9 <br />E9 <br />49 49 E9 <br />E9 <br />69 <br />f9 <br />E9 <br />69 <br />EA <br />E9 <br />49 <br />E9 <br />fA <br />E9 <br />to <br />69 <br />EA <br />E9 <br />69 <br />E9 <br />E9 <br />69 <br />EA <br />EA EA <br />49 <br />E9 <br />69 <br />E9 <br />E9 <br />1 $ 3,174.00 <br />1 $ 6,498.00 <br />0 0 0 <br />0 0 0 <br />000000 <br />t ■ O CO <br />TNN <br />69 E9 E9 <br />1 $ 4,800.00 <br />0 <br />0 <br />00 <br />N <br />N <br />69 <br />$ 3,300.00 <br />0 <br />0 <br />0000 <br />M <br />Nr <br />E9 <br />0 <br />0 <br />r <br />69 <br />0 <br />0 <br />00 <br />N <br />69 <br />$ 1,900.00 <br />1 $ 8,383.00 <br />0 <br />q <br />00 <br />N <br />E9 <br />$ 1,275.001 <br />1$__ 1,440.00 <br />0 <br />q <br />0 <br />0 <br />69 <br />$ 15,000.001 <br />0 <br />0 <br />00 <br />CO <br />Nr <br />EA <br />$ 1,600.00 <br />$ 1,600.00 <br />0 <br />0 <br />0 <br />n <br />EA <br />$ 11,198.20 1 <br />0 <br />o <br />ui <br />N <br />,- <br />69 <br />$ 73,237.50 1 <br />0 0 <br />O000 <br />000 <br />(OD <br />n 14j <br />E9 E9 <br />0 <br />V <br />(0 <br />EA <br />0 <br />^0 <br />N <br />69 <br />$ 34,485.00 <br />$ 450.00 1 <br />o <br />0 <br />0 <br />M <br />0) <br />E9 <br />$ 34.50 <br />0 <br />co <br />M <br />E9 <br />0 0 0 <br />V 0 0 <br />OM <br />N N <br />EA E9 E9 <br />1 $ 2,400.00 <br />O <br />0 <br />(D <br />N <br />E9 <br />O <br />0 <br />M <br />M <br />E9 <br />O• <br />0 <br />M <br />N <br />69 <br />-_ <br />LS <br />$ 475.00 <br />$ 8.30 <br />_ <br />$ 8.50 <br />$ 4,800.00 <br />O <br />0 <br />p <br />m <br />EA <br />O <br />0 <br />(0 <br />nj <br />EA <br />o o <br />0 0 <br />,-, <br />69 E9 <br />o <br />(0 <br />E9 <br />co <br />M <br />EA <br />N <br />C) <br />E9 <br />$ 11.25 <br />$ 21.00 1 <br />$ 16.00 1 <br />OO <br />r(-•0 <br />E9 <br />0 <br />^ <br />0) <br />$ 57.00 <br />cc! <br />r <br />E9 <br />$ 12.00 1 <br />LF <br />J <br />LF <br />EA <br />EA <br />W <br />EA <br />W <br />EA <br />0 <br />CY <br />HRS <br />0 <br />LF <br />W <br />ACRE <br />J <br />CO <br />TR <br />TR <br />LF 1 <br />W <br />J <br />CY <br />U <br />V <br />TON <br />TON <br />0 <br />J <br />N <br />Q) <br />T <br />284 <br />1 <br />1 <br />N <br />N <br />r <br />r <br />0 <br />O <br />O- <br />p <br />p <br />M <br />0 <br />r <br />M <br />O <br />r <br />r <br />I l <br />0 <br />0 <br />131 <br />(0 <br />324 <br />O <br />3450 1 <br />O <br />M <br />2800 1 <br />O <br />O <br />(n <br />(00 <br />250 <br />DIVISION I - STORM SEWER CONSTRUCTION <br />15" RC PIPE SEWER, CLASS 5, DESIGN 3006 <br />118" RC PIPE SEWER, CLASS 5, DESIGN 3006 <br />24" RC PIPE SEWER, CLASS 3, DESIGN 3006 <br />15" 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 />,TYPE <br />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 [25B)) <br />SUBTOTAL DIVISION I <br />DIVISION II - STREET CONSTRUCTION AND RESTORATION <br />MOBILIZATION <br />TRAFFIC CONTROL <br />CLEARING <br />GRUBBING <br />REMOVE CONCRETE CURB AND GUTTER (ALL TYPES) 1 <br />REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />COMMON EXCAVATION (P) l <br />SELECT GRANULAR BORROW (CV) (P) <br />J <br />0 <br />m <br />0 <br />m <br />J_ <br />0 <br />U) <br />a <br />0 <br />H <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 <br />.- <br />N <br />M <br />V <br />t0 <br />O <br />n <br />co <br />m <br />Or <br />..... <br />. <br />N <br />M 'ct <br />t0 <br />O <br />n <br />M <br />m <br />T <br />r <br />.�- <br />L() <br />