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CITY OF SANTA ANA ADDENDUM ONE <br />PROPOSAL <br />PROJECT NO.: 14-6802 WARNER AVENUE STREET IMPROVEMENTS (MAIN TO OAI() <br />PROJECT NO,: 18-6424 WARNER AVENUE WATER MAIN IMPROVEMENTS (MAIN TO OAK) <br />PROJECT NO.: 20-6618 WARNER AVE STORM DRAIN IMPROVEMENTS (MAIN TO OAT{.) <br />BID PROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM.; 1 ac <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 saidwork 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 />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />I <br />CLEARING AND GRUBBING <br />1 <br />LS <br />$ <br />$ <br />l5O'CM <br />(so,oce) <br />2 <br />PREPARE AND IMPLEMENT8WPPP <br />1 <br />LS <br />$ <br />$ <br />3' <br />LABORAGREEMENT OVERSIGHT <br />1 <br />LS <br />$15,000 <br />$15,Otio <br />4 <br />*UNCLASSIFIED EXCAVATION <br />8,000 <br />Cy <br />5 <br />*STRUCTURAL EXCAVATION AND <br />BACI(FILL <br />14,000 <br />CY <br />$ <br />its - <br />%ps,wo, s <br />6 <br />*LIME TREATED SUBBASE <br />SY <br />$ <br />$ <br />9,300 <br />1 <br />t3i. <br />*COLD MILLING (3" MAX) <br />SF <br />$ <br />$ <br />_ <br />165,000 <br />C)aSi1 <br />82,�'' <br />8 <br />*ASPHALT CONCRETE (ARHM) <br />TONS <br />$ <br />$ <br />2,220 <br />t Z_ <br />20,2�0 <br />9 <br />*ASPHALT CONCRETE (HMA) <br />TONS <br />$ <br />$ <br />6,050 <br />10 <br />*AGGREGATE BASE (CAB) <br />Cy <br />$ —_" <br />$ <br />1,000. <br />t 1 <br />PCC: CURB RAMP; CITY STD 1122A <br />EA <br />$ <br />$ <br />TYPE 1 <br />10 <br />stow_' <br />golota y <br />12 <br />PCC: CURB RAMP: CALTRANS STD <br />EA <br />$ <br />$ <br />A88ARCASE B,C <br />8 <br />, <br />b,a <br />'4 <br />cli. <br />I3 <br />*PCCr SIDEWALK (T=4") <br />SF <br />$ <br />$ <br />21,000,E <br />k05,i <br />P-1 of P 23 <br />