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CITY OF SANTA ANA <br />PROPOSAL ADDENDUM FOUR <br />PROJECT NO.: 17-6437 <br />CITYWIDE SEWER MAIN IMPROVEMENTS <br />BID PROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM: G.J. Gentry General Engineering, Inc. <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 said <br />plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following <br />schedule: <br />BASE BID: <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />I <br />Mobilization/Demobilization (No more <br />1 <br />LS <br />S <br />S <br />than 5%total bid) <br />60,000.00 <br />60,000.00 <br />2 <br />Remove Existing Sewer Main and <br />4,000 <br />LF <br />S <br />$ <br />Construct 8" PVC SDR-26 Sewer Main <br />97.19 <br />388,760.00 <br />3 <br />Remove Existing Sewer Main and <br />400 <br />LF <br />$ <br />$ <br />Construct 10" PVC SDR-26 Sewer Main <br />129AO <br />51,760.00 <br />4 <br />Asphalt Concrete (AC) Paving <br />715 <br />TN <br />$ <br />S <br />167.85 <br />120,012.75 <br />5 <br />Asphalt Rubber Hot Mix (ARHM) (T=213 <br />82 <br />TN <br />$ <br />$ <br />199.34 <br />16,345.88 <br />6 <br />Cold Milling (T=2") <br />6,500 <br />SF <br />$ <br />S <br />1.81 <br />11,765.00 <br />7 <br />PCC Cross -Gutter (Arterial Streets) <br />350 <br />SF <br />S <br />S <br />24.84 <br />8,694.00 <br />8 <br />Construct New P.C.C. Sewer Manhole <br />15 <br />EA <br />$ <br />S <br />4,149.08 <br />62,736.20 <br />9 <br />Remove Existing Manhole Structure <br />15 <br />EA <br />$ <br />S <br />1,211.60 <br />18,174.00 <br />10 <br />Construct 4" or 6" PVC Sewer Lateral and <br />104 <br />EA <br />S <br />5 <br />Cleanout (Open Trench) <br />2,355.66 <br />244,988.64 <br />11 <br />Construct 4" or 6" HOPE Sewer Lateral <br />15 <br />EA <br />S <br />S <br />and Cleanout (Pipe Bursting) <br />3,741.82 <br />56,127.30 <br />12 <br />Connect Sewer Laterals previously pipe <br />7 <br />EA <br />$ <br />S <br />bursted by City Forces <br />1,772.61 <br />12,408.27 <br />13 <br />CCTV Inspection of New Sewer Main <br />4400 <br />LF <br />S <br />S <br />2.96 <br />13,024.00 <br />14 <br />CCTV Inspection of New Sewer Laterals <br />126 <br />EA <br />S <br />S <br />(Open Trench/Pipe Burst) <br />68.77 <br />8,665.02 <br />rx I <br />