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0 <br />.. O <br />cam <br />O <br />0 <br />V3 <br />O o <br />0 0 <br />a <br />69 69 <br />$225.00 <br />$675.00 <br />O <br />o <br />N <br />69 <br />O <br />0 <br />O <br />! O- <br />65 69 <br />$18,000.00 <br />$132,000.00 <br />O <br />O <br />O <br />69 <br />c o <br />0 0 <br />, O <br />r O <br />69 s9 <br />O <br />O <br />0` <br />69 <br />$172.50 <br />$9,035.00 <br />0 0 <br />O o <br />o O <br />.. 0 „ <br />6Z 69 <br />0 <br />O <br />m <br />•0 <br />V <br />69 <br />O <br />N <br />O <br />O <br />c <br />O_ <br />V <br />$12,000.00 <br />$3,750.00 <br />� d <br />�V <br />N <br />— <br />00N <br />o0 <br />4.0 <br />600.0 <br />0 <br />0 <br />o•a• <br />0.3 <br />�`�v <br />0 <br />C <br />12.0 <br />12.0 <br />1.5 <br />COUNTY <br />a <br />0 <br />0 0 <br />0' <br />g <br />69 <br />6r9 <br />$224,775.00 <br />$463,200.00 <br />�� <br />oo <br />69 <br />6699 <br />$3,450.00 <br />$4,500.00 <br />$129,675.00 <br />0�000 <br />.xn=''0 <br />s9 <br />69 <br />6N9 <br />$36,750.00 <br />$18,000.00 <br />00 <br />0, <br />69 69 <br />S1,552.50 <br />$81,315.00 <br />$124,200.00 <br />$57,600.00 <br />0 <br />Q <br />bq <br />$103,248.00 <br />$54,080.00 <br />0 <br />_ <br />69 <br />$154,128.00 <br />$100,232.00 <br />00 <br />h N <br />69 69 <br />000 <br />g00 <br />69 <br />O N <br />a <br />3092-0 <br />645.0 <br />_ <br />ao <br />N <br />0 <br />c <br />— <br />0 <br />•o <br />0 0 <br />rrl- <br />0 <br />a <br />1350.0 <br />340.0 <br />37.0 <br />49.0 <br />— <br />O <br />M— <br />O <br />„. <br />. <br />N <br />b <br />. <br />b N <br />O <br />17208.0 <br />5408.0 <br />O <br />S'0 <br />0 0 <br />Ne <br />0' <br />915.0 <br />772.0 <br />4.0 <br />o�, <br />O O <br />PROJECT TOTAL <br />-0 <br />O O <br />O .„ <br />O <br />O� <br />O <br />C <br />�. <br />$224,775.00 I <br />$463,200.00 <br />O <br />0 <br />yO <br />6969 <br />O <br />O <br />0 <br />0 0 <br />O O <br />V <br />V <br />69 69 <br />O <br />O <br />111 <br />O O <br />O <br />$3,000.00 <br />$7,290.00 <br />0 <br />O <br />O <br />0 <br />69 <br />O <br />0 0 <br />0 <br />O O <br />O <br />O <br />OWd. <br />! 69 <br />O O <br />0 0 <br />O O <br />O OV—�:. <br />o0 <br />V9 yj <br />O <br />O <br />0 <br />O <br />.�: <br />69 <br />O O <br />O O <br />0%�69 69 <br />O O <br />69 <br />O <br />O O <br />69 69 <br />O <br />0 <br />yg 69 <br />O <br />0 <br />69 <br />$103,248.00 <br />$54,080.00 <br />O <br />O <br />69 <br />$154,128.00 <br />$200,464.00 <br />O O <br />O O <br />H <br />O <br />O <br />69 <br />00'000`6$ <br />00'000`91$ <br />Estimated <br />Quantity Il <br />3092 <br />645 <br />951 <br />0 <br />fON ON <br />0 <br />N �n <br />750 <br />M M <br />2216 <br />1500 <br />377 <br />40 <br />54 <br />N <br />0 M. <br />0 <br />2600 <br />N Q <br />�' <br />CT0 <br />0 <br />.a. N0 <br />V <br />A. <br />17208 <br />5408 <br />0 <br />6422 <br />9112 <br />EA <br />a <br />as <br />--� <br />C. <br />, <br />0 0 <br />^ O <br />0 6 <br />69 69 <br />0 <br />0 <br />N <br />69 <br />0 <br />0 <br />69 <br />00'08$ <br />00'SL$ <br />O <br />N <br />H <br />"„ <br />O <br />00 <br />O O <br />0 0 <br />0 0 <br />_: <br />69 69 <br />$65.00 <br />0 0 <br />O O <br />00 O <br />6�9 <br />0 0 <br />O 0 <br />0 v' <br />O <br />0 <br />O <br />0 <br />b9 <br />O O <br />0 0 <br />0 0 <br />0 O <br />.--� „ <br />69 s9 <br />$4,500.00 <br />$220.00 <br />0 <br />d9 <br />00'000`S$ <br />00'OSL$ <br />00'0S9$ <br />00'005$ <br />0 0 <br />O 0 <br />h O <br />q' 6'09 <br />000001$ <br />00'05L$ <br />O <br />O <br />0 <br />0 <br />.- <br />69 <br />O <br />0 0 <br />O <br />69 <br />$35.00 <br />$24.00 <br />$22.00 <br />0 0 <br />O O <br />O N <br />69 6�9 <br />0 <br />0 <br />0 <br />v0i <br />69 <br />0 0 <br />0 0 <br />O o <br />O c, <br />— <br />69 69 <br />S YD <br />S YD <br />z <br />0 1 <br />TON <br />TON <br />TON <br />- <br />S FT <br />EACH <br />EACH <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />EACH <br />EACH <br />EACH <br />EACI I <br />LIN FT <br />POUND <br />EAC11 <br />_ <br />,. <br />LIN ET <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />SQ FT <br />SQ FT <br />LIN FT <br />LIN FT <br />LIN FT <br />SQ YD <br />SQ FT <br />u <br />w <br />EACH <br />EACH <br />0 <br />G <br />0 <br />CONCRETE PAVEMENT 7.0" <br />CONCRETE PAVEMENT 7.0" SPECIAL <br />DRILL & GROUT REINF BAR (EPDXY COATED) <br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) <br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,F) <br />ORNAMENTAL METAL RAILING <br />MODULAR BLOCK RETAINING WALL <br />30" RC PIPE APRON <br />TRASH GUARD FOR 30" PIPE APRON <br />15" RC PIPE SEWER DESIGN 3006 CLASS V <br />18" RC PIPE SEWER DESIGN 3006 <br />21" RC PIPE SEWER DESIGN 3006 CLASS III <br />24" RC PIPE SEWER DESIGN 3006 <br />33" RC PIPE SEWER DESIGN 3006 <br />CONNECT TO EXISTING STORM SEWER <br />CONNECT TO EXISTING WATER MAIN <br />HYDRANT <br />I16" GATE VALVE AND BOX <br />16" WATERMAIN DUCTILE IRON CL 51 <br />DUCTILE IRON FITTINGS <br />CASTING ASSEMBLY <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL I <br />ADJUST FRAME AND RING CASTING <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN II <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-60 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 <br />4" CONCRETE WALK <br />6" CONCRETE WALK _ <br />CONCRETE CURB AND GUTTER DESIGN R418 <br />CONCRETE CURB AND GUTTER DESIGN 0418 (MOD) <br />CONCRETE CURB AND GUTTER DESIGN B424 <br />6" CONCRETE DRIVEWAY PAVEMENT <br />TRUNCATED DOMES <br />LIGHTING UNIT TYPE 9-40 <br />LIGHT FOUNDATION DESIGN E <br />SERVICE CABINET -TYPE LI (MOD) <br />co <br />c o <br />N N <br />2302.602 <br />2360.509 <br />2360.509 <br />2360.509 <br />2402.503 <br />- <br />- <br />vvl <br />N <br />2501.502 <br />2501.602 <br />2503.503 <br />2503.503 <br />2503.503 <br />2503.503 <br />2503.503 <br />2503.602 <br />2504.602 <br />2504.602 <br />2504.602 <br />2504.603 <br />0 <br />o <br />N <br />2506.502 <br />2506.502 <br />2506.502 <br />2506.503 <br />2506.503 <br />2506.503 <br />2506.503 <br />2506.503 <br />2506.503 <br />-- <br />Er, <br />N N <br />2531 503 <br />2531.503 <br />2531.503 <br />2531.504 <br />2531.618 <br />2545.502 <br />2545.502 <br />2545.502 <br />Engineer Estimate_(040920).xlsx <br />0 <br />00 <br />t0 <br />