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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
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