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No. <br />7.0 GENE <br />1.01 Mobltizal <br />1.02 Pertormai <br />1.03 Payment <br />1.04 Insurance <br />1.05 Demobiliz <br />1.06 Record Dr <br />i .07 Process C <br />Inciudin i <br />A Suhtnta <br />EM <br />�A <br />GRET MARSH STORM WATER PARK <br />BID TABULATION FORM <br />rvey <br />Items 1.01 through 1. <br />01.1 All site construction except as provided in other <br />bid items herein, including but not limited to <br />clearing, grubbing, earthwork, grading, testing, <br />stormwater management, pond construction and <br />littoral zone plantings, site structures, site piping, <br />valves, fittings, drainage, revetment and rip -rap, <br />two precast monitoring buildings, one precast <br />restroom building, equipment, concrete work, <br />electrical, controls, fencing andgates, supply <br />well, septic tank and drainfield system, together <br />with miscellaneous related sundry items, all <br />complete in-place and ready for continuous <br />oeration. <br />1 LS <br />`= <br />AMOUNT <br />/ZCL5 <br />s <br />4 <br />LS <br />Areas including testing, subgrade stabilization, <br />oco <br />1 <br />LS <br />y5 000 _ ar <br />Y 000.� <br />1 <br />LS <br />, ,0- <br />1 <br />LS <br />75, ocr, - - <br />75 Gro - �= <br />1 <br />LS <br />ZG <br />ZG o — a <br />1 <br />LS <br />7Z off- �c <br />7Z 000 . <br />1 <br />LS <br />/.000 o' <br />o of <br />�xt.stpt ars�'Y's�s° tT�k�z?ythaz Ki:: n. <br />.�/Z. �• o� <br />with miscellaneous related sundry items, all <br />complete in-place and ready for continuous <br />oeration. <br />1 LS <br />`= <br />/ZCL5 <br />2.01.2- Type SP -9.5 Asphalt Roadway and Parking <br />Areas including testing, subgrade stabilization, <br />base and asphalt. <br />6,249 SY ac <br />cq, ;r, <br />e.01.21) Type SP -12.1 Asphalt Compost Pad, including <br />testing, subgrade stabilization, base, and <br />as halt. <br />2,051 SY Z6- p. <br />o, <br />2.0 1.3 ATSTM System Per Specifications 15650 and <br />:53,326. <br />15054; complete in-place and ready for <br />continuous o eration. <br />1 LS 4605,ca�'. ` <br />I,GW, Ceti. <br />2.01.4 Directional Boring 24" HDPE force main and <br />fittings, to include connection to direct burial <br />pipes on both ends, complete with related <br />incidentals. <br />1 LS <br />Z%���GYi. a <br />Z/c, 3to- os <br />2.01.5 24 Inch ductile iron force main, including <br />trenching, backfill, compaction, connections, <br />restraints testin and related incidentals <br />750 LF ZCil . <br />2.01,6 Ductile iron fittings, including trenching, backfill, <br />compaction, connections, restraints, testing, and <br />related incidentals. <br />7,600 LBS 9, <br />2.0 1.7 2R Inch Plug Valves including, connections, <br />restraints, gears, operator, stems, indicator floor <br />stand, complete with related incidentals, <br />2 EACY– <br />ac <br />Latest Rev. 9/29/2008 ADDENDUM NO. 2 - 00310.4 <br />EGRET <br />F:\Public Works\KeithM\Stormwater Projects\Egret Marsh - REVISED\Hid Documents\Addendums\Adden um #2\003 OS Bid Form <br />Egret Marsh - REVISED - ADDENDUM #2.doc <br />