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I $ 1,600.00 <br />0 <br />0 <br />o <br />0) <br />CO <br />c <br />E9 <br />0 <br />0 <br />o <br />CO <br />CO <br />co <br />0 <br />0 <br />o <br />O <br />(O <br />N <br />V! <br />0 0 <br />0 0 <br />o o <br />M O <br />(n 40 <br />r (G <br />03 EA <br />0 <br />0 <br />o <br />O <br />CO <br />t: <br />69 <br />0 0 <br />0 0 <br />O o <br />O O <br />0 0 <br />(O cr <br />Vi E9 <br />0 <br />0 <br />o <br />O <br />O <br />N <br />V► <br />0 <br />0 <br />'v <br />N <br />N <br />E9 <br />0 <br />0 <br />o <br />O <br />60. <br />r <br />VE <br />0 <br />0 <br />et <br />O <br />CO. <br />/R <br />0000000000 0 <br />0 0 0 0 0 0 0 0 0 0 0 <br />O ri o cci ( 0 0 0 0 0 0 <br />0 r 0 00 (O O CO O O O O <br />(n O CO CO O (n 0) CO (n v r <br />00 r M N co- 0 V' V' <br />fR f9 Vi fit E9 ER Ea fa Vf E9 E9 <br />$ 1,200.00 I <br />0 <br />0 <br />c0 <br />el <br />ti <br />oi <br />fA <br />$ 169,350.00 I <br />1 lWI lr JIV11V11JJi V1Y IYV. 1LL1U -UiJ <br />ENGINEERS • ARCI <br />BIDS OPENED: JULY 7, 2003, AT 10:00 AM <br />• <br />*DENOTES ERROR IN BIDDERS CALCULATION <br />ENGINEER'S ESTIMATE " C & L EXCAVATING BNR EX <br />ITEM UNIT TOTAL UNIT TOTAL UNIT <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE <br />$ 800.00 <br />O <br />0 <br />0) <br />N <br />V! <br />$ 24.00 <br />$ 650.00 <br />$ 510.00 <br />$ 2,200.00 <br />0 <br />0 <br />0 <br />r <br />V! <br />$ 240.00 <br />$ 200.00 <br />$ 2.50 <br />0 <br />O <br />e- <br />V} <br />0 <br />0 <br />r <br />ffl <br />$ 8,500.00 <br />$ 1,013.00 <br />$ 160.00 <br />$ 4.80 <br />$ 5.00 <br />$ 2.00 <br />$ 13.80 <br />$ 44.00 <br />$ 15.00 <br />$ 2.20 <br />$ 1.00 <br />0 <br />O <br />o <br />co <br />f9 <br />$ 900.00 <br />0 <br />O <br />CO <br />o <br />O <br />cfh <br />V} <br />$ 1,400.00 <br />0 <br />0000 <br />0 <br />o <br />' <br />c <br />Vi <br />0 0 <br />0 0 <br />(1) 0 <br />0) n <br />r CO. <br />Vi E9 <br />0 <br />cD <br />N. <br />0) <br />Vi <br />$ 1,250.00 <br />$ 1,875.00 <br />0 <br />0 <br />0 <br />0 <br />CO <br />N <br />f9 <br />0 <br />0 <br />0 <br />N <br />r <br />e- <br />V► <br />0 <br />0 <br />0 <br />O <br />00 <br />er <br />V! <br />0 <br />0 <br />(0 <br />Is <br />r <br />h <br />49 <br />$ 7,200.00 <br />$ 2,000.00 <br />$ 1,500.00 <br />$ 2,227.50 <br />$ 1,239.00 <br />$ 4,500.00 <br />$ 31,500.00 <br />0 <br />0 <br />00000 <br />(/) <br />0 <br />N <br />E9 <br />0 <br />0 <br />0 <br />N <br />V} <br />0 0 <br />0 0 <br />0 0 <br />0 d' <br />(1) <br />V► E9 <br />0 <br />0 <br />0 <br />01 <br />1 <br />E9 <br />0 <br />10 <br />cc; <br />0 <br />co N <br />49 <br />0 <br />IC) <br />N <br />0) <br />e <br />(100 <br />f9 <br />$ 450.00 <br />$ 20.50 <br />I$ 35.00 <br />$ 850.00 <br />$ 650.00 <br />$ 1,900.00 <br />$ 19.20 <br />0 0 <br />00 <br />CO ti <br />V! V! <br />$ 3.50 <br />0 <br />0 <br />E9 <br />$ 3.00 <br />$ 7,200.00 <br />$ 2,000.00 <br />$ 300.00 <br />$ 2.75 <br />$ 3.00 <br />$ 18.00 <br />0 <br />0 <br />s <br />V3 <br />$ 41.50 <br />$ 14.00 <br />0 0 <br />(000 <br />N <br />V; f9 <br />0 <br />0 <br />d' <br />V? <br />0 <br />0 <br />O <br />0 <br />O <br />r <br />E9 <br />$ 41,860.00 <br />960.00 <br />$ 4,000.00 <br />$ 2,400.00 <br />$ 5,700.00 <br />- <br />- <br />- <br />$ 1,875.00 <br />$ 3,750.00 <br />0 <br />0 <br />0 <br />O <br />Nr <br />N <br />69 <br />0 <br />0 <br />cV <br />N. <br />co <br />E9 <br />0 <br />0 <br />o <br />0 <br />er <br />N <br />f9 <br />$ 76,377.00 <br />$ 10,000.00 <br />$ 1,000.00 <br />$ 1,500.00 <br />$ 2,025.00 <br />$ 1,239.00 <br />$ 1,875.00 <br />$ 21,000.00 <br />0 <br />0 <br />0 <br />O <br />OOO <br />00 <br />N <br />Vi <br />0 <br />0 <br />0 <br />O <br />M <br />Eli <br />$ 6,000.00 <br />$ 200.00 <br />0 <br />0 <br />O <br />O <br />N1• <br />N <br />Vi <br />0 <br />O <br />Oi <br />M <br />N <br />CO <br />Is <br />W <br />$ 154,616.00 <br />$ 500.00 <br />0 <br />0 <br />N <br />49 <br />1 $ 24.00 <br />$ 1,000.00 <br />$ 800.00 <br />$ 1,900.00 <br />$ 75.00 <br />$ 150.00 <br />0 <br />0 <br />ci <br />49 <br />0 <br />0 <br />ci <br />69 <br />0 <br />(0 <br />e- <br />V! <br />$ 10,000.00 <br />$ 1,000.00 <br />$ 300.00 <br />$ 2.50 <br />$ 3.00 <br />$ 7.50 <br />$ 10.00 <br />$_ 40.00 <br />0 <br />co <br />o <br />r <br />49 <br />$ 3.00 <br />$ 2.00 <br />0 <br />O <br />0 <br />0) <br />FR <br />W <br />1 LF <br />1 LF <br />W W <br />LF <br />W W <br />LBS <br />u. <br />fn <br />LF <br />AO <br />Al <br />AS <br />331:11 <br />Sl <br />Si <br />TON <br />Is <br />V <br />(1) J <br />W <br />N <br />CO <br />'�f ('O <br />780 <br />N N <br />800 <br />224 <br />(00 <br />r <br />DIVISION 11- STREET CONSTRUCTION AND RESTORATION <br />r r <br />10 <br />810 <br />413 <br />250 <br />2,100 <br />0 <br />00£ <br />001, <br />000'Z <br />00 <br />1DIVISION I - WATERMAIN CONSTRUCTION <br />CONNECT TO EXISTING WATERMAIN <br />8" DIP WATERMAIN (CL 52) <br />6" DIP WATERMAIN (CL 52) • <br />8" GATE VALVE AND BOX <br />6" GATE VALVE AND BOX <br />FIRE HYDRANT <br />11" COPPER SERVICE PIPE (TYPE K) <br />1" CORPORATION STOP <br />1" CURB STOP AND BOX <br />0 <br />o <br />INSULATION (4" THICKNESS) <br />TRENCH STABILIZATION ROCK <br />SUBTOTAL DIVISION I <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) <br />SOD - LAWN TYPE <br />EROSION CONTROL FENCE <br />ADJUST SANITARY MANHOLE <br />SUBTOTAL DIVISION 11 <br />TOTAL TWILIGHT ACRES WATERMAIN IMPROVEMENTS 1 <br />+- <br />N <br />M <br />4 <br />(n <br />c0 <br />1- <br />00 <br />0) <br />O <br />r- <br />" <br />r <br />N <br />M <br />d' <br />*0 <br />(0 <br />I\ <br />00 <br />0) <br />Or <br />" <br />el <br />