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CITY OF SANTA ANA <br />PROPOSAL <br />PROJECT NO.: 20-2731 <br />SANTIAGO PARK. MAIN ,STREET ENTRANCE <br />BID PROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM: Armstrona Cal Builders 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 />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />I <br />Clearing and grubbing <br />L <br />LS <br />$ Ci2'r" <br />$ 9'2-�o <br />2 <br />Site Demolition <br />1 <br />LS <br />$ / r� v v <br />$ / S � d'0-D <br />3 <br />Unclassified Excavation <br />1 <br />LS <br />$ qr, vv <br />$ <br />4 <br />Unclassified Fill, Grading and <br />1 <br />LS <br />$ �► r-lTU <br />$ f'Qv <br />Compaction <br />5 <br />Site Drainage <br />1 <br />LS <br />$ (70 , 2 rb <br />$ �� , 2- <br />6 <br />Decomposed Granite Paving <br />12,000 <br />SF <br />$ (� <br />$ <br />with Integral Binder and Edging <br />4i <br />7 <br />6 inch thick Concrete Paving <br />11,500 <br />SF <br />$ 2,6 . V-L) <br />$ WI` ov. <br />with Aggregate Base <br />8 <br />4 inch thick Concrete Paving <br />1,400 <br />SF <br />$ a'. I" <br />$ � ' U <br />�' <br />with Aggregate Base <br />9 <br />Concrete Headers and Mow <br />1,200 <br />LF <br />$ 1i . &V <br />$ 'zoo 01?0-0 <br />Strips, <br />10 <br />Entry Monument <br />1 <br />LS <br />$ �r Z 1b , U't> <br />$ r'1, 2,1-0 . G <br />1 I <br />Seat Wall <br />1 <br />LS <br />$ p w o, <br />$ -71 D 100t) <br />12 <br />View Deck #1 (350 sf) <br />1 <br />LS <br />$ 1", 00 , Ov <br />$ 7_ S-, vv U . <br />13 <br />View Deck #2 (1965 sf <br />1 <br />LS <br />$ r I �, S-tv-to <br />$ r 1-) rot) . <br />14 <br />Cable Railing <br />300 <br />LF <br />$ 100. 2'r <br />$ � 1, 93-r. U <br />FD <br />v <br />t) <br />WE <br />P-1 ofP-19 <br />