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20A - AA WATER MAIN IMPROV
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20A - AA WATER MAIN IMPROV
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Last modified
3/1/2018 7:02:40 PM
Creation date
3/1/2018 6:50:34 PM
Metadata
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Template:
City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
20A
Date
3/6/2018
Destruction Year
2023
Document Relationships
MICHELS PIPELINE CONSTRUCTION
(Message)
Path:
\Contracts / Agreements\ PROJECTS
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CITY OF SANTA ANA EXHIBIT 2 <br />PROPOSAL <br />PROJECT NO.: 15-6447 <br />WEST GROVE VALLEY NEIGHBORHOOD WATER MAIN IMPROVEMENTS <br />BID PROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM: Michels Pipeline Construction, a division of Michels Corporation <br />REQUIREMENT: <br />The undersigned bidder declares that they have carefully examined the location of the proposed <br />work, that they have examined the Contract Documents in its entirety and hereby proposes to <br />fiunish all material and do all the work required to complete the said work in accordance with <br />said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the <br />following schedule: <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />1 <br />Mobilization and Demobilization <br />to Exceed 5% Total Contract) <br />1 <br />LS <br />'70,060 <br />�� <br />$ <br />�Or ��� <br />(not of <br />060 <br />2 <br />6" PVC C-900 (Class 235) Waterline per <br />City Standard Drawing 1150 <br />8 <br />LF <br />$ I r�6 <br />$ �6 <br />Q�(( <br />D <br />3 <br />8" PVC C-900 (Class 235) Waterline per <br />City Standard Drawing 1150 <br />9,800 <br />LF <br />$ <br />I �� <br />$ <br />I <br />I �I <br />l <br />No <br />4 <br />8" Gate Valve per City Standard Drawing <br />1410 Anchor Block <br />19 <br />EA <br />$ <br />ar�00 <br />$ <br />3zz <br />and <br />5 <br />1"Domestic Service and Meter Box per <br />City Standard Drawing 1401 <br />242 <br />EA <br />$ <br />D 1rq � <br />6 <br />Fire Hydrant per City Standard Drawing <br />1405 and Detail 3 on Sheet WD -01 <br />13 <br />EA <br />$q <br />( 2 0o <br />$ <br />119r 600 <br />7 <br />2" Blow Off Assembly and Thrust Block <br />City Standard Drawing 1414 <br />6 <br />EA <br />$3, <br />3 <br />$ <br />per <br />8* <br />8" Vertical offset (type 2) per City <br />Standard Drawing 1413B <br />2 <br />j EA <br />$ <br />Ll I Foci <br />$ �/ <br />-I r 600 <br />9 <br />Install Cut -in Tee on Existing Pipe per <br />Details on Plans <br />2 <br />EA <br />$$ <br />3 <br />,OOQ <br />r (j00 <br />10 <br />PCC Cross Gutter Replacement <br />14 <br />EA <br />$ <br />it(Od <br />$ <br />/�r AGO <br />11 <br />Pre/Post CCTV for Sewer Main and Sewer <br />Lateral <br />1 <br />LS <br />$ <br />b <br />$ <br />I(), <br />l2oo <br />a-60 <br />12* <br />Additional Trenching Costs to Install <br />Water Pipeline 18"-30" Deeper (Total 54" <br />120 <br />LF <br />$ / r <br />tDs <br />$ <br />�f04 <br />to 66" cover <br />13* <br />Additional Potholing <br />10 <br />EA <br />$ <br />7t3bb <br />$ <br />13,OG0 <br />P-1 of P-16 <br />20A-7 <br />
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