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07/14/2003 Council Packet
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07/14/2003 Council Packet
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City Council
Council Document Type
Council Packet
Meeting Date
07/14/2003
Council Meeting Type
Regular
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ENGINEERS- ARCHITECTS - PLANNERS <br />BIDS OPENED: JULY 7, 2003, AT 10:00 AM <br />"DENOTES ERROR IN BIDDERS CALCULATION <br />MEYER CONTRACTING CO PENN CONTRACTING NORTHDALE CONSTRUCTION <br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />0 <br />0 <br />O <br />O <br />C9 <br />I $ 38,318.00 <br />$ 971.20 <br />$ 2,825.68 <br />$ 1,613.94 <br />$ 5,268.45 <br />COD <br />c <br />O <br />CD <br />EA <br />I $ 1,671.75 <br />• <br />-- <br />0 <br />10 <br />V <br />Vi <br />69 <br />0 <br />C1) <br />O <br />49 <br />O <br />(IS <br />U! <br />$ 82,531.68 <br />$ 17,000.00 <br />0 <br />O <br />O <br />Ch <br />E9 <br />0 <br />N <br />r <br />0-1 <br />64 <br />0 <br />CO•) <br />C0 <br />N <br />69 <br />$ 2,271.50 I <br />$ 3,750.00 <br />•• <br />-- <br />0 <br />O <br />0 <br />co- <br />co <br />E9 <br />$ 4,650.00I <br />O <br />OV <br />O <br />1` <br />E9 <br />$ 500.00 I <br />$ 4,400.00 <br />$ 111,321.50 <br />$ 193,853.18 <br />0 <br />O <br />o <br />v. <br />64 <br />$ 23.80 <br />$ 24.28 <br />$ 706.42 <br />$ 537.98 <br />I $ 1 ,756.15 <br />� <br />N <br />64 <br />'• <br />. <br />.- <br />$ 134.74 <br />$ 4.32 <br />O1 <br />`t <br />E9 <br />0 <br />O <br />E9 <br />$ 17,000.00I <br />0 <br />ci <br />0 <br />VI- <br />CO <br />$ 625.00 I <br />10 <br />C) <br />E9 <br />0 <br />1 <br />E9 <br />0 <br />Ci <br />`' <br />69 <br />$ 13.50 <br />O <br />o0 <br />`� <br />E9 <br />$ 15.50 I <br />0)) <br />ei <br />E9 <br />0 <br />CCl <br />49 <br />$ 550.00 <br />0 <br />0 <br />0 <br />O <br />CD <br />(0 <br />E9 <br />$ 49,910.00 <br />$ 1,120.00 <br />$ 3,480.00 <br />$ 2,130.00 <br />0 <br />O <br />N <br />I, <br />E9 <br />0 <br />CC) <br />'V: <br />h <br />49 <br />0 <br />O <br />.- <br />69 <br />1 $ 2,875.00 <br />00'080'Z $ I <br />0 <br />v <br />Elio <br />0 <br />a0 <br />E9 <br />0 <br />0 <br />0 <br />et <br />N <br />E9 <br />0 <br />"0' <br />Oi <br />CO <br />1� <br />( <br />w <br />00'005'£ <br />I00'000'£ S_f <br />0 <br />0 <br />oui <br />0 <br />CO <br />.- <br />E9 <br />0 <br />0 <br />M <br />CO <br />CV <br />E9 <br />$ 1,652.00 <br />0 <br />0 <br />0000000 <br />O <br />CO <br />E9 <br />0 <br />0 <br />O <br />CD <br />M <br />E9 <br />0 <br />0 <br />O <br />CO <br />co M <br />69 <br />0 <br />0 <br />O <br />r <br />CC7 <br />49 <br />0 <br />0 <br />O <br />0 <br />6* <br />49 <br />0 <br />0 <br />O <br />M <br />49 <br />0 <br />0 <br />CD <br />r <br />N. <br />ER <br />o <br />0 <br />1: <br />0) <br />ti <br />ti <br />0) <br />49. <br />O <br />a <br />co <br />CO <br />Y) <br />(0 <br />r <br />CO <br />1000 <br />O <br />O <br />CD <br />CV <br />49 <br />$ 31.00 <br />$ 28.00 <br />$ 870.00 <br />$ 710.00 <br />0 <br />0 <br />0 <br />.4' <br />N <br />E9 <br />0 <br />CO <br />O <br />69 <br />$ 68.00 <br />{ $ 115.00 <br />O <br />CO <br />N <br />E9 <br />1 $ 3.60 <br />0 <br />M <br />r <br />69 <br />1 oo -oo '£ S <br />$ 3,000.00 <br />0 <br />0 <br />0 <br />co <br />CO <br />0 <br />CD <br />CM <br />E9 <br />0 <br />O <br />d' <br />E9 <br />$ 18.00 <br />0 <br />to <br />.- <br />fPr <br />$ 48.00 <br />O <br />O <br />,- <br />Cf} <br />0 <br />CO <br />CV <br />69. <br />0 <br />O <br />C•i <br />19 <br />$ 270.00 I <br />$ 900.00 <br />O O O O <br />00000 <br />0 0 0 0 <br />CO O N CD <br />N CD M 1,- <br />o r V.- N <br />64 69 69 E9 <br />O <br />0 <br />0 <br />CO <br />n <br />69 <br />I $ 13,416.00 <br />O <br />0 <br />0 <br />0 <br />O <br />CCl <br />E9 <br />O <br />0 <br />0 <br />CO <br />N <br />CO <br />69 <br />$ 4,000.00 <br />0 <br />00 <br />er <br />0 <br />I,- <br />'.t <br />69 <br />0 <br />O <br />CO <br />0 <br />co- <br />E9 <br />O <br />0 <br />O <br />CO <br />tr <br />� <br />N <br />1 00•005'L $ <br />O <br />0 <br />O <br />0 <br />CO <br />.-- <br />E9 <br />$ 875.00 1 <br />$ 1,296.00I <br />O <br />0 <br />10 <br />CD <br />0 <br />N <br />E9 <br />O <br />0 <br />0 <br />0 <br />M <br />d' <br />E9 <br />$ 30,450.00 I <br />O <br />0 <br />0 <br />O <br />C.) <br />r- <br />N <br />E9 <br />O <br />0 <br />0 <br />0 <br />N <br />'V- <br />E9 <br />O <br />0 <br />0 <br />0 <br />0 <br /><O <br />E9 <br />O <br />0 <br />0 <br />0 <br />C+) <br />69 <br />$ 1,800.00 I <br />O <br />O <br />Co <br />CO <br />P <br />ti <br />co <br />E9 <br />O <br />O <br />Co <br />ID <br />CO <br />of <br />3 <br />r <br />69 <br />I$ 450.00 <br />$ 25.00 <br />$ 40.00 <br />$ 1,080.00 <br />$ 920.00 <br />0 <br />0 <br />C5 <br />0 <br />CO <br />CV <br />44 <br />0 <br />N <br />a- <br />E9 <br />$ 200.00 <br />$ 250.00 <br />$ <br />5.00 i <br />$ 21.00 <br />$ 3.80 <br />$ 7,500.00 <br />0 <br />0 <br />00 <br />CO <br />r <br />E9 <br />0 <br />0 <br />n <br />.- <br />E9 <br />0 <br />0 <br />r <br />69 <br />0 <br />0 <br />N <br />iR <br />0 <br />0 <br />CD <br />69 <br />$ 14.5 <br />0 <br />0 <br />M <br />E9 <br />$ 14.00 I <br />0 <br />0 <br />M <br />69 <br />0 <br />0 <br />!'d <br />E9 <br />$ 225.00 I <br />JJ W W <br />W <br />LF <br />LBS <br />u. <br />CnJ <br />LS <br />J <br />TREE 1 <br />coJUOODUJ <br />f" <br />F- <br />N <br />O O V' M <br />CO V' <br />r <br />M <br />780 <br />0 <br />CO <br />224 <br />1,600 <br />DIVISION II - STREET CONSTRUCTION AND RESTORATION <br />r <br />r <br />O <br />0 <br />OD <br />413 <br />250 I <br />0 <br />N <br />0 <br />� <br />0 <br />M <br />0 <br />O <br />N <br />0 <br />O <br />tO <br />DIVISION 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 />Y <br />W <br />D.. <br />W <br />a. <br />E. <br />w <br />U <br />r <br />W <br />co <br />r <br />W <br />IL <br />tL <br />O <br />U <br />1" CORPORATION STOP <br />1" CURB STOP AND BOX <br />DIP FITTINGS <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 I <br />.- <br />N <br />co <br />et <br />O <br />CD <br />t� <br />0) <br />Of <br />r <br />N- <br />.-- <br />N <br />M <br />NI' <br />Cn <br />CO <br />ti <br />CO <br />0) <br />Or <br />r <br />•.N- <br />
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