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BID TABULATION <br />410.00 <br />3,014.55 <br />19,255.60 <br />2,887.50, <br />o <br />o <br />0 <br />N <br />CO <br />344.00 <br />0 <br />o <br />0 <br />0 <br />CD <br />C6 <br />3,409.35 <br />0 <br />00 <br />0)0 <br />CD <br />0) <br />0 <br />LL) <br />0 <br />ao <br />301.50 1 <br />0 <br />0 <br />(0 <br />CO <br />0) <br />58,865.50 <br />0 <br />o <br />0 <br />0 <br />v <br />CD <br />402.30 <br />28,280.50 <br />1,230.00 1 <br />0 <br />0 <br />o <br />NI <br />r <br />4,725.00 <br />0 <br />u? <br />r- <br />O) <br />0 <br />o0 <br />418.50 <br />1,633.50 <br />1,643.95 1 <br />54,541.25 <br />0000 <br />oorno <br />0060 <br />(0 <br />n <br />N <br />CO <br />C9 <br />r <br />h <br />1,821.75 <br />69- <br />to <br />6969 <br />69 <br />to <br />69 <br />69 <br />69696969 <br />(00 <br />00 <br />000 <br />o <br />0 <br />0 <br />0 <br />1.0 <br />0 <br />205.0 <br />CO <br />v(0 <br />r <br />r <br />18.7 <br />20.0 <br />to <br />r0 <br />N <br />O <br />°D. O <br />r <br />89.2 <br />O <br />nor) <br />CO <br />N <br />r <br />C9 <br />0.6 <br />0 <br />0 <br />O <br />0 <br />0) <br />14.9 <br />17.3 <br />0 <br />0 <br />V <br />570.0 <br />0 <br />(0 <br />N <br />r <br />10.2 <br />15.5 <br />L(7 <br />0r) <br />CO <br />0 <br />750.0 <br />82.0 <br />10.2 <br />r) <br />69 <br />EH <br />E9 <br />69 <br />69 <br />69 <br />69 <br />69 <br />69 <br />69 <br />49 <br />69 <br />69 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 CO <br />O LL) <br />'Cr' <br />N <br />N <br />C <br />0 <br />O <br />CD <br />Ti <br />O <br />N <br />0 <br />O <br />0 <br />CO <br />O <br />co <br />0 <br />LLi <br />0 n <br />- <br />o <br />ODD <br />CO <br />m <br />0) <br />° <br />coy) <br />v^) <br />1, <br />3, <br />2, <br />0) <br />6, <br />0) <br />1, <br />5, <br />1, <br />00 <br />1, <br />O <br />1, <br />2, <br />0) <br />6, <br />N <br />1 <br />8, <br />1,1 <br />(0 <br />N <br />49 69 <br />69 <br />69 <br />9 <br />49 <br />69 <br />49 <br />49 <br />49 <br />49 <br />0 0 <br />0 <br />0 <br />co <br />0 <br />0 <br />0 <br />0 0 0 <br />CD O <br />0 <br />V 0 <br />0 <br />0 <br />0 <br />_ <br />0 0 0 <br />6 a0 <br />r O <br />u) <br />O <br />Cn <br />0) <br />to (0 c0 <br />55 <br />1 <br />1 <br />2 <br />2 <br />2 <br />1,63 <br />o0 <br />4 <br />r- <br />h <br />1 <br />1 <br />51 <br />68 <br />C+) <br />r) <br />7 <br />n n <br />r <br />WW <br />49 <br />6949 <br />49 <br />69 <br />69 <br />49 <br />69.6969 <br />00 00 <br />0 00000 0 0 0 <br />0 <br />O O O O <br />O O O O O O O O O <br />O <br />0 0 O r <br />O O O O O O O r V' <br />N <br />O co N c0 wY <br />0 n lot) a m OD 0 O e <br />3, <br />22, <br />3, <br />15, <br />3, <br />1, <br />5, <br />2, <br />1, <br />60, <br />1, <br />40, <br />1, <br />1, <br />4, <br />9, <br />2, <br />2, <br />1, <br />66, <br />1, <br />WW W49 <br />69 6969696969 W69.49 <br />49 <br />000 <br />000 <br />0 0 0 0 <br />O 000 <br />0 00000 0 0 <br />O 00000 go <br />O <br />co <br />C <br />1I <br />O r 0) <br />O N (0 r <br />O LL) O O O N co 0) <br />N <br />0,--T- <br />O <br />2 <br />2 <br />2 <br />1,50' <br />10, <br />5' <br />2 <br />60 <br />2 <br />50 <br />60 <br />1,60, <br />1. <br />7 <br />10 <br />70, <br />8' <br />696969 <br />69 696969 <br />69 6969696969 6969 <br />69 <br />QLLLL <br />LLLL LLQ LLQLL D.. LL <br />QLLLLQQQLLQQ CO <br />Q <br />LL <br />W J J <br />J J J W J W J () J <br />W J J W W W J W W J <br />W O CO <br />J <br />O O <br />00001 O O <br />O 00000 go <br />O <br />O <br />6 O <br />co 0) <br />r (0 O O O co <br />co r r 0) 0) <br />N O M 0) 0) co r` O) <br />01 D) N r) <br />r <br />O <br />r) <br />2 <br />11 <br />91. <br />L <br />l <br />16 <br />7 <br />5 <br />N <br />BASE BID - TWILIGHT ACRES <br />SANITARY SEWER <br />ADJUST MANHOLE RINGS /CASTING <br />18" PVC, SDR 35 SAN. SEW. (10' -12' DEEP) <br />18" PVC, SDR 35 SAN. SEW. (12' -14' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (16-18' DEEP) <br />8" PVC, SDR 35 SAN. SEW. (18' -20' DEEP) <br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) <br />EXTRA DEPTH OF 4' DIA. MH <br />4" ON 8" PVC, SDR 35 WYE BRANCH <br />4" PVC, SDR 26 SAN. SEW. SERVICE PIPE <br />TRENCH STABILIZATION ROCK <br />TELEVISE SANITARY SEWER MAINS <br />SUBTOTAL - SANITARY SEWER <br />WATERMAIN <br />CONNECT TO EXISTING WATERMAIN <br />6" DIP CLASS 52 WATERMAIN <br />8" DIP CLASS 52 WATERMAIN <br />6" RES. SEAT GATE VALVE AND BOX <br />8" RES. SEAT GATE VALVE AND BOX <br />6" MJ HUB HYDRANT <br />1" TYPE "K" COPPER WATER SERVICE <br />1" CORPORATION STOP <br />1" CURB STOP & BOX <br />DIP FITTINGS <br />SUBTOTAL - WATERMAIN <br />:STORM SEWER <br />CONCRETE SPILLWAY <br />'CLASS 3 HAND PLACED RIP RAP <br />GEOTEXTILE FABRIC <br />DITCH REGRADING <br />'SUBTOTAL - STORM SEWER <br />r N C7 <br />V L0 O N O D) CD r r <br />r N co <t 0 (D n OD 0) O <br />r N C9 <br />V' <br />BID TABULATION <br />