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Exhibit A <br /> CITY OF SANTA ANA <br /> PROPOSAL <br /> PROJECT NO.:23-6036 <br /> TRAFFIC CALMING IMPROVEMENTS PHASE II <br /> BID PROPOSAL <br /> TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br /> FROM: MAT Eel>nee-4r <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 Unit Unit Price Amount <br /> 1 Unclassified Excavation* 540 CY $ t35•oo $ 1.21%QC .00 <br /> 2 Asphalt Concrete 403 TN $ 21.0.00 $ t o$t g10.ory <br /> 3 Aggregate Base(AB)* 12 TN $ t o o.oo $ 1, 2ao ,e e <br /> 4 Soil Backfill* 46 TN $ 60.oo $ 21-4 6o.oe, <br /> 5 Y2 Sack Slurry* 20 TN $ 204.vo $ �r O SD.o0 <br /> 6 PCC Sidewalk(T=4") 1,173 SF $ 1(j,0 o $ 11-b g.oe <br /> 7 PCC Driveway Approach(T=8") 81 SF $ 23.oo $ 1 S 6 3.a0 <br /> 8 PCC Curb Ramp 2,208 SF $ 141 ,ov $ 1411 ell 92-Do <br /> 9 PCC Curb and Gutter(Type A 2-6) 449 LF $ /A.O0 $ 3p,ois .oo <br /> 10 PCC Curb and Gutter(Type B-1) 46 LF $ (A. o a $ 3, 1;Li.00 <br /> 11 PCC Modified Curb(Traffic Cicle) 58 LF $ 11 3,oc, $ 1 l r Vi tI.oc, <br /> 12 Colored Concrete-Brick Red,Topcast 58 $F $ $ <br /> Exposed Aggregate Finish(T=4") g�7.co 3o.cc, <br /> Colored Concrete including Rebar-Brick <br /> 13 Red,Topcast Exposed Aggregate Finish 118 SF $ .5.DO oa <br /> $ t o,o3v. <br /> (T=10")* <br /> 14 Adjust Manhole Frame and Cover to 1 EA $ Gt $ t't l00. <br /> Finished Grade r 1 •co QC <br /> 15 Adjust Existing Survey Monument Frame I EA $ '5 5p,Oa $ 3 50 , O� <br /> and Cover <br /> 16 Adjust Water Valve Frame and Cover to 4 EA $ <br /> Finished Grade 3 5 0.OV $ 1,1400 .00 <br /> 17 Catch Basin and RCP Pipe Removal 1 LS $ tot t 3$.en $ %of kg$.00 <br /> 18 Install New Catch Basin(V=3',L=20') 1 EA $ 201515,Ha $ 201$$5,pq <br /> including Local Depression <br /> P-1 of P-17 <br />