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, nv� vvnrvovvwir w. c.r., -vim <br />ENGINEERS-ARCHITECTS-PLANNERS <br />BIDS OPENED: OCTOBER 2, 2003, AT 10:00 AM <br />*DENOTES ERROR IN BIDDERS CALCULATION <br />ENGINEER'S ESTIMATE CARL BOLANDER & SONS JAY BROS., INC. <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />00 <br />O <br />LLD <br />N <br />4944494944 <br />00 <br />O <br />CO <br />n <br />r- <br />00 <br />O <br />0 <br />t1Y <br />N <br />00 <br />N <br />(MO <br />h <br />00 <br />O <br />0 <br />00 <br />r <br />00 <br />O <br />0 <br />N <br />44 <br />$ 72,932.00 <br />I$ 1,250.00 I <br />$ 1,280.00 <br />$ 1,700.00 <br />00 <br />O <br />r0 <br />r <br />1946 <br />00 <br />O <br />0 <br />O <br />0) <br />of <br />K <br />0 <br />N <br />00) <br />0) <br />P <br />w <br />0 <br />O <br />110 <br />N <br />49 <br />$ 8,900.00 <br />$ 25,000.00 <br />0 <br />(V <br />(M0 <br />n <br />49 <br />$ 18,000.00 <br />0 <br />C <br />0 <br />N <br />49 <br />0 <br />r <br />49 <br />O <br />(0 <br />r <br />49 <br />00'OOL $ <br />$ 100.00 <br />$ 5.00 <br />0 <br />(0 <br />CO <br />Ni <br />49 <br />$ 26,464.00 <br />$ 14,190.00 <br />$ 2,266.00 <br />0 <br />4 <br />O0) <br />(O <br />.- <br />49 <br />$ 2,530.00 <br />O <br />0 <br />0) <br />N <br />P <br />co <br />44 <br />$ 2,750.001 <br />$ 2,640.00 <br />(0 <br />000 <br />N <br />44 <br />$ 1,938.001 <br />$ 24.00 <br />0 <br />P <br />CO <br />O <br />w- <br />49 <br />o <br />(0 <br />a <br />A <br />A <br />49 <br />$ 4,895.00 <br />$ 13,232.00 <br />$ 14,190.00 <br />0 0 <br />(O <br />N co <br />N <br />49 <br />$ 16,904.00 <br />0 <br />O <br />I <br />N <br />49 <br />0 <br />0 <br />N <br />N <br />49 <br />$ 33.00 <br />tp <br />(O <br />49 <br />0 <br />4 <br />4- <br />49 <br />M <br />CO <br />O <br />O <br />0 <br />49 <br />00.000'0£ $ <br />00.000'Z£ $ <br />O O <br />O <br />0 <br />49 <br />O <br />O <br />0 <br />r <br />46 <br />$ 5,000.00 <br />O <br />O <br />a <br />o <br />m <br />49 <br />O <br />0 <br />49 <br />I $ 3,200.00 <br />$ 1,700.00 <br />$ 1,700.00 <br />O <br />O <br />, <br />49 <br />$ 11,700.00 <br />O <br />n <br />o <br />44 <br />$ 6,000.001 <br />$ 16,000.00 <br />$ 30,000.00 <br />$ 8,000.00 <br />00 <br />O <br />00 <br />M <br />49 <br />$ 5,000.00 <br />00 <br />O <br />[t <br />49 <br />00 <br />O <br />v <br />49 <br />00 <br />O <br />49 <br />00 <br />O <br />O <br />49 <br />ton <br />(V <br />r <br />49 <br />LS <br />EA <br />LS <br />LS <br />LS <br />LS <br />CY <br />TN <br />TN <br />TN <br />GAL <br />r <br />N r <br />r- <br />r <br />r <br />125 <br />80 <br />17 <br />17 <br />CO <br />LIFT STATION <br />MOBILIZATION <br />SUBMERSIBLE PUMPS <br />CONTROL PANEL <br />LIFT STATION COVER, HARDWARE, AND DROP PIPE <br />10" DIP, CL 52 STATION PIPING, VALVES, AND FITTINGS <br />0 <br />Z <br />1- <br />Z <br />Q <br />a <br />SUBTOTAL DIVISION 1 <br />STREETS AND RESTORATION <br />SELECT GRANULAR BORROW (LV) <br />AGGREGATE BASE, CLASS 6 <br />2" - 2350 TYPE LV, MIX NO.4 WEARING COURSE <br />[2" - 2350 TYPE LV, MIX NO. 3 NON - WEARING COURSE <br />BITUMINOUS MATERIAL FOR TACK COAT <br />SUBTOTAL DIVISION II <br />J <br />Q <br />H <br />0 <br />1- <br />r <br />N M <br />d' <br />to <br />(O <br />r <br />N <br />M <br />st <br />tO <br />