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ADDENDUM NO.01 <br /> CITY OF SANTA ANA Project 23-6998 <br /> Project 19-6947 <br /> PROPOSAL Project 26-6716 <br /> PROJECT NO. 23-6998, ATPL 5063(179)—RAITT ST PROTECTED AND BUFFERED BIKE LANE <br /> PROJECT NO. 19-6947—RAITT ST REHABILITATION FROM MCFADDEN AVE TO 1 ST ST <br /> PROJECT NO. 26-6716—RAITT ST REHABILITATION FROM CIVIC CENTER DR TO <br /> WASHINGTON AVE <br /> BID PROPOSAL <br /> TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br /> FROM: All American Asphalt <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 Description Qty Total Unit Unit Price Amount <br /> I Unclassified Excavation ATP 1500 3200 CY $ $ <br /> SBI 1700 245.00 <br /> 2 Soil Backfill • ATP 390 380 CY $120.00 $ <br /> SBI 0 <br /> 3 PCC Raised Curb Median ATP 14 14 CY $ 500.00 $ <br /> (T-8", Including Dowels) SBI 0 <br /> 4 Removal of PCC Pavement ATP 0 800 CY $ $ <br /> SBI '00 165.00 <br /> 5 Construct PCC(T-7)with(3- ATP 0 660 CY $ $ <br /> day)Cure with Dowels SBI 660 560.00 <br /> 6 Asphalt Concrete Pavement ATP 1500 2300 TN $ $ <br /> SBI 800 225.00 <br /> 7 Asphalt Rubber Hot Mix(ARHM) ATP 400 5300 TN $ $ <br /> SBl 4900 170.00 <br /> 8 Crack Sealing ATP 1 I LS $ $ <br /> SBI 0 70000.00 <br /> 9 Rubberized Emulsion Aggregate ATP 200 200 TN $ $ <br /> Slurry(REAS)Type 11 SBI 0 1120.00 <br /> 10 Cold Mill(2") ATP 0 372000 SF $ $ <br /> SBI 372000 0.57 <br /> 1 I Variable Depth Cold Mill(2 318") ATP 0 3100 SF $0.57 $ <br /> SBI 3100 <br /> 12 Asphalt-Rubber Aggregate ATP 0 4400 SY $ $ <br /> Membrane(ARAM) SBI 4400 18.00 <br /> 13 Modified PCC Curb and Gutter ATP 0 1500 LF $ 62.00 $ <br /> (Type A-2-6)with 3"Deep Gutter SBI 1500 <br /> 14 PCC Sidewalk(T=4") ATP 6200 15400 SF $ $ <br /> SBI 9200 $•00 <br /> P-1 ofP-22 <br /> see last page for 15-30 <br />