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CITY OF SANTA ANA EXHIBIT A <br />PROPOSAL <br />PROJECT NO.: 21-6457 <br />VALLEY ADAMS NEIGHBORHOOD WATER MAIN IMPROVEMENTS PHASE 2 <br />BIDPROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM: Stephen Doreck Equiment Rentals 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 <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 />I <br />Mobilization/ Demobilization (no <br />1 <br />LS <br />$ <br />$ <br />more than 5% total bid) <br />o <br />wroo$ <br />�/ � <br />t� <br />2 <br />8" Class 305 AWWA C900 P.V.C. <br />2900 <br />LF <br />$ <br />Water Main <br />b-1-10 <br />LntJo0• <br />3 <br />Construct 1" Water Service per City <br />68 <br />EA <br />$ <br />$ <br />Std. Plan 1401 <br />J1960. 00 <br />Q j jja�j 0.00 <br />4 <br />8" Resilient Wedge Gate Valve per <br />9 <br />EA <br />$ <br />$ <br />City Std. Plan 1410 <br />Q105. 00 <br />1$ . 00 <br />5 <br />Fire Hydrant Assembly per City Std. <br />10 <br />EA <br />$ <br />$ <br />Plan 1405 <br />101�+9� <br />r60.0 <br />*6 <br />1" Combination Air Vacuum Release <br />1 <br />EA <br />$ <br />$ <br />Valve per City Std. Plan 1415 <br />7tSIM. 00 <br />7, 5-00. 0 <br />7 <br />Vertical Offset 8 Feet Deep per City <br />1 <br />EA <br />$ <br />$ <br />Std. Plan 1413B <br />L 41A 5"0.0 C <br />0 0 <br />'T8 <br />Vertical Offset per City Std. Plan <br />5 <br />EA <br />$ <br />$ <br />1413A or 1413B (_pis Needed) <br />3 $ j7'6. (V <br />t ql )Q• 0 {i <br />9 <br />CCTV Inspection of Existing Sewer <br />2650 <br />LF <br />$ <br />$ <br />Mains <br />Z). 00 <br />10,600.00 <br />10 <br />CCTV Inspection of Existing Sewer <br />69 <br />EA <br />$ <br />$ <br />Laterals <br />la$ . 0 0y� <br />_ <br />5 . <br />11 <br />Cold Mill (T — 1") <br />95400 <br />SF <br />$ <br />$ <br />.A0 <br />00 <br />12 <br />PCC Cross -Gutter Replacement <br />1400 <br />SF <br />$ <br />$ <br />�. �0 <br />s�3��j(�.l`� <br />13 <br />PCC Curb &Gutter <br />60 <br />LF <br />$ <br />$ <br />�0•D° <br />� <br />3,600.0 <br />P-1 ofP-18 <br />IV <br />