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MICHELS PIPELINE CONSTRUCTION
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MICHELS PIPELINE CONSTRUCTION
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Last modified
10/23/2018 9:20:56 AM
Creation date
6/27/2018 12:07:09 PM
Metadata
Fields
Template:
Contracts
Company Name
MICHELS PIPELINE CONSTRUCTION
Contract #
15-6447
Agency
Public Works
Council Approval Date
3/6/2018
Document Relationships
20A - AA WATER MAIN IMPROV
(Attachment)
Path:
\Agenda Packets / Staff Reports\City Council (2004 - Present)\2018\03/06/2018
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CITY OF SANTA ANA <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 />furnish 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 />(not to Exceed 5% Total Contract) <br />I <br />LS <br />'70,060 <br />�d� <br />$ <br />��i Q�Q <br />of <br />pGD <br />2 <br />6" PVC C-900 (Class 235) Waterline per <br />City Standard Drawing 1150 <br />8 <br />LF <br />$ <br />$ �60 <br />�( <br />3 <br />8" PVC C-900 (Class 235) Waterline per <br />City Standard Drawing 1150 <br />9,800 <br />LP <br />$ <br />$ <br />I t q0o <br />4 <br />8" Gate Valve per City Standard Drawing <br />19 <br />EA <br />$ <br />$ <br />1410 and Anchor Block <br />�� Q o <br />r 30d <br />5 <br />1" Domestic Service and Meter Box per <br />City Standard Drawing 1401 <br />242 <br />EA <br />$ <br />$ <br />6 <br />Fire Hydrant per City Standard Drawing <br />1405 and Detail on Sheet WD -01 <br />13 <br />EA <br />$ <br />00 <br />$ <br />H %q 60o <br />7 <br />2" Blow Off Assembly and Thrust Block <br />City Standard Drawing 1414 <br />6 <br />EA <br />$3,7()0 <br />3 <br />$ <br />�,5 <br />per <br />i l U 0 <br />W dd <br />8* <br />8" Vertical offset (type 2) per City <br />Standard Drawing 1413B <br />2 <br />EA <br />$ <br />L1, F0 (i <br />$ <br />9i 60� <br />9 <br />Install Cut -in Tee on Existing Pipe per <br />Details on Plans <br />2 <br />EA <br />$ <br />�j 1000 <br />$ <br />i GQo <br />10 <br />PCC Cross Gutter Replacement <br />14 <br />EA <br />$ <br />� q00)i, <br />$ <br />AGO <br />11 <br />Pre/Post CCTV for Sewer Main and Sewer <br />Lateral <br />1 <br />LS <br />$ <br />/� <br />$ <br />10 <br />, aoo <br />12* <br />Additional Trenching Costs to Install <br />Water Pipeline 18"-30" Deeper (Total 54" <br />120 <br />LF <br />$ b� <br />$ <br />to 66" cover) <br />13* <br />Additional Potholing <br />10 <br />EA <br />$ <br />1, 3�0 <br />$ <br />�3,aoo <br />P-1 of P-16 <br />
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