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ENGINEERS • ARCHITECTS - PLANNERS <br />BIDS OPENED: JULY 7, 2003, AT 10:00 AM <br />*DENOTES ERROR IN BIDDERS CALCULATION• <br />ENGINEER'S ESTIMATE C & L EXCAVATING BNR EXCAVATING <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />0 <br />0 <br />0 <br />0 <br />(O <br />69 <br />0 <br />0 <br />0 <br />0) <br />O <br />(0 <br />ER <br />0 <br />0 <br />0 <br />o <br />O) <br />ER <br />$ 2,600.00 <br />1$ 1,530.00 <br />0 <br />0 <br />0 <br />0 <br />0 <br />(D <br />ER <br />L $ 7,800.00 <br />O <br />0 <br />0 <br />0 <br />0 <br />(0 <br />ER <br />$ 5,000.00 <br />$ 224.00 <br />0 <br />0 <br />o <br />0 <br />O <br />‘-•CN <br />ER <br />0 <br />0 <br />v <br />0 <br />CD <br />coM <br />69 <br />$ 8,500.001 <br />0 <br />0 <br />ri <br />Et. <br />E9 <br />$ 800.00 <br />$ 3,888.00 <br />0 <br />0 <br />t0 <br />(O <br />0 <br />ER <br />$ 500.00 <br />$ 28,980.001 <br />0 <br />0 <br />o <br />0 <br />CO <br />ER <br />$ 4,500.001 <br />0 <br />0 <br />0 <br />0 <br />• <br />R <br />69 <br />0 <br />0 <br />0 <br />0a <br />- <br />.N <br />69 <br />$ 1,200.00 <br />0 <br />0 <br />(m <br />(6 <br />iW <br />0 <br />0 <br />o <br />0 <br />M <br />(A <br />to <br />1- <br />ER <br />$ 800.00 <br />1 $ 29.00 <br />O <br />0 <br />4O <br />N <br />69 <br />0 <br />O <br />O <br />ER <br />$ 2,200.00 <br />0 <br />O <br />O <br />ER <br />$ 240.00 <br />$ 200.00 <br />$ 2.50 <br />0 <br />O <br />E9 <br />0 <br />0 <br />(R <br />0 <br />0 <br />O <br />(O <br />CO - <br />QERI <br />69 <br />$ 1,013.00 <br />0 <br />o <br />O <br />O <br />ER <br />0 <br />co <br />V <br />ER <br />$ 5.00 1 <br />0 <br />o <br />N <br />ER <br />0 <br />co <br />ERI <br />$ 44.00 1 <br />$ 15.00 <br />$ 2.20 <br />O <br />co <br />.- <br />69 <br />$ 150.00 1 <br />0 <br />0 <br />O <br />O <br />O <br />69 <br />1 $ 33,005.00 <br />$ 1,400.00 <br />$ - 3,400.00 <br />$ 1,950.00 <br />$ 5,700.00 <br />0 <br />0 <br />(0 <br />h <br />0) <br />d' <br />ER <br />$ 1,250.00 <br />1 $ 1,875.00 <br />$ 2,800.00 <br />0 <br />0 <br />O <br />N <br />.-• <br />ER <br />0 <br />0 <br />O <br />0 <br />CO <br />4- <br />ER <br />0 <br />0 <br />(0 <br />Is <br />e.. <br />r) <br />I•••• <br />P <br />M► <br />0 <br />0 <br />O <br />0 <br />N <br />h <br />69 <br />0 <br />0 <br />O <br />0 <br />0 <br />N <br />ER <br />$ 1,500.00 <br />$ 2,227.50 <br />0 <br />0 <br />Oi <br />CO <br />N <br />ER <br />0 <br />0 <br />O <br />0 <br />N <br />NI' <br />ER <br />$ 31,500.001 <br />0 <br />0 <br />O <br />to <br />0 <br />O) <br />N <br />ER <br />$ 4,200.00] <br />0 <br />0 <br />0 <br />O <br />0 <br />to <br />69 <br />$ 400.oq <br />0 <br />0 <br />O <br />0 <br />N <br />CO- <br />EA <br />$ 92,016.50 <br />$ 165,192.50 <br />0 <br />0 <br />(O <br />n <br />R <br />69 <br />0 <br />(O <br />N <br />ER <br />0 <br />0 <br />M <br />69 <br />1 $ 850.00 <br />$ 650.00 <br />0 <br />0 <br />0 <br />O) <br />69 <br />0 <br />N <br />O <br />ER <br />0 <br />0 <br />ton <br />69 <br />0 <br />0 <br />h <br />ER <br />0 0 <br />0 0 <br />M1.6 <br />69 69 <br />0 <br />0 <br />M <br />ER <br />$ 7,200.00 <br />$ 2,000.00 <br />$ 300.00] <br />to <br />I- <br />N <br />ER <br />$ 3.00 <br />O <br />0 <br />OD <br />ER <br />0 <br />0 <br />1.6 <br />ER <br />$ 41.50 1 <br />$ 14.00 <br />0 <br />(O <br />N <br />ER <br />0 <br />0 <br />ER <br />$ 400.00 <br />$ 1,000.00 <br />1 $ 41,860.00 <br />0 <br />0 <br />O <br />(0 <br />co <br />69 <br />$ 2,400.00 <br />0 <br />0 <br />O <br />0 <br />h <br />tO <br />ER <br />0 <br />0 <br />O <br />(D <br />M <br />O) <br />ER <br />$ 1,875.00 <br />$ 3,750.00] <br />$ 2,400.00 <br />$ 672.00 <br />0 <br />0 <br />d <br />0 <br />V <br />N <br />vi <br />0 <br />0 <br />h <br />h <br />M <br />(D <br />1 <br />ER <br />$ 10,000.001 <br />$ 1,000.00 <br />0 <br />0 <br />O <br />O <br />to <br />r <br />ER <br />0 <br />0 <br />(O <br />N <br />o <br />N <br />69 <br />$ 1,239.00 1 <br />0 <br />0 <br />(n <br />I` <br />o <br />tR <br />$ 21 000.00 1 <br />$ 28,000.00 <br />$ 3,000.00 <br />0 <br />0 <br />O <br />O <br />O <br />(D <br />ER <br />$ 200.00] <br />0 <br />0 <br />(6 <br />O <br />N <br />ER <br />$ 78,239.00 <br />---------- - <br />$ 154,616.00 <br />$ 500.00 <br />$ --26.00 <br />$ 24.00 <br />0 <br />0 <br />O <br />O <br />ER <br />0 <br />0 <br />O <br />O <br />co <br />E9 <br />0 <br />0 <br />O <br />0) <br />69 <br />$ 12.00 <br />$ 75.00 <br />$ 150.00 <br />$ 3.00 <br />$ 3.00 <br />0 <br />0 <br />fR <br />0 0 <br />0 0 <br />O <br />O O <br />O <br />(R E9 <br />0 <br />0 <br />O <br />M <br />69 <br />$ 2.50 1 <br />$ 3.00 <br />0 <br />in <br />r <br />ER' <br />$ 10.00 <br />$ 40.00 <br />0 <br />O <br />O <br />�M <br />ER <br />0 <br />O <br />I <br />ER <br />0 <br />O <br />Na <br />69 <br />0 <br />O <br />M <br />69 <br />EA <br />LF <br />LF <br />EA <br />EA <br />W <br />LF <br />W <br />W <br />LBS <br />SF <br />LF <br />LS 1 <br />LS <br />W <br />IY <br />H <br />L AS <br />LF <br />CY <br />TON <br />Z <br />0 <br />CY 1 <br />f) <br />LF <br />EA <br />2 <br />1610 <br />40 <br />v <br />r) <br />CO <br />780 <br />25 <br />N <br />800 <br />224 <br />1,600 <br />DIVISION II - STREET CONSTRUCTION AND RESTORATION <br />4-%10 <br />810 <br />M <br />V <br />(00 <br />N <br />2,100 <br />700 <br />300 <br />0 <br />00 <br />N <br />100 <br />8 <br />[DIVISION I - WATERMAIN CONSTRUCTION <br />CONNECT TO EXISTING WATERMAIN <br />8" DIP WATERMAIN (CL 52) <br />6" DIP WATERMAIN (CL 52) <br />18" GATE VALVE AND BOX <br />6" GATE VALVE AND BOX <br />FIRE HYDRANT <br />1" COPPER SERVICE PIPE (TYPE K) <br />1" CORPORATION STOP <br />1" CURB STOP AND BOX <br />(SSBN>IOIHl ,,b) NOIlVlfSNI <br />SONillld dIG <br />TRENCH STABILIZATION ROCK <br />1 -SUBTOTAL DIVISION 1 1 <br />MOBILIZATION <br />TRAFFIC CONTROL <br />CLEAR AND GRUB <br />REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) <br />SAWCUT BITUMINOUS PAVEMENT (ALL DEPTHS) <br />COMMON EXCAVATION (STREET AND DRIVEWAY) <br />AGGREGATE BASE (CL 5) 100% CRUSHED <br />2350 TYPE LV 3 WEAR COURSE B <br />TOPSOIL BORROW (LV) 1 <br />SOD - LAWN TYPE <br />EROSION CONTROL FENCE <br />ADJUST SANITARY MANHOLE <br />SUBTOTAL DIVISION II <br />TOTAL TWILIGHT ACRES WATERMAIN IMPROVEMENTS <br />N M <br />4 <br />(n <br />co <br />n <br />co <br />O <br />O� ,- r <br />r- N CO <br />V <br />u) <br />CO <br />n <br />O, o <br />OT <br />`- N <br />