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EXHIBIT A <br />CITY OF SANTA ANA <br />PROPOSAL <br />PROJECTNO. 20-6965, ATP 5063(196) -,STANDARD AVE I ilKFiWAY FROM WARNER AVI: TO 240 ST <br />PROJriCTN0.20.6962,A'I'PS063(198) MCPADDIiNAVI:i13M-,WAYP120M47ARI3oR13LVD'I'OGRANDAVL <br />PROJECFNO, 23.6707 - STANDARD AVE PAVEMENT R6HA131LIrACI0N FROM WARNER AVE TO 2N1' ST <br />I'IR),IIiC'I' N0. 23-67i15 - MCFADDI'.N AVI; I'AVL'MEN I- Rh.HA81I:I'I'AI'ION I'ltOM HARBOR 131:VD'1.0 FAlltVIEW S'I' <br />PROJECT NO, 19-6923 -MCPADDEN AVII I'AV17mrNT REIiABII.ITAT'10N FROM FABtVIBW S'1' T'O RAITT S'I' <br />P12UJEC'f NO.23.6706-MCPADDEN AVE PAVEMENT REHABILITATION FR(')M RA 1'1"I'S'I" 1'U Lrl2ANDAVI'i <br />11D PROPOSAL <br />TO: CITY COUNCIL OF THE CITY OF SANTA ANA <br />FROM: Vido Samarzich, 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 />rurnish 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 />BASE BID: <br />20-6965, ATP 5063(196) — STANDARD AVE BIKEWAY FROM WARNER AVE TO 2Ne ST <br />20-6962, ATP .5QG3(19s) — MCPADDEN AVE 131KEVVAV FROM HARBOR BLVD TO GRAND AVE <br />t9-6923 —MCPADDEN AVE PAVEMENT REHABILITATION FROM FAIRVIEW STTO RAITT ST <br />23.6707 -STANDARD AVE PAVEMENT REHABILITATION FROM WARNER AVE TO 210 ST <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />A11101mt <br />t <br />STORM WATER POLLUTION <br />1 <br />LS <br />S <br />T. <br />PREVENTION PLAN (SWPPP) - <br />RISK LEVEL 2 <br />258,000.00 <br />258,000.00 <br />2 <br />UNCLASS[FIEDEXCAVATION^ <br />6'I73 <br />CY <br />g <br />175.00 <br />1,060,275,00 <br />3 <br />REMOVE EXtST1NG'FRGE <br />2 <br />Eq <br />S <br />g <br />3,000.00 <br />6,000.00 <br />4 <br />COLD PLANE ,EXISTING <br />706,810 <br />SF <br />$ <br />A <br />ASPHALT CONCRETE <br />PAVEMENT �' MAX <br />0.65 <br />459,426,50 <br />5 <br />CONSTRUCT ASPHALT <br />9.&22 <br />TON <br />Y <br />g <br />RUBBER IIOT MIX (THICKNESS <br />PER PLAN ? <br />195.00 <br />1,915,290.00 <br />6 <br />CONSTRUCT ASPHALT <br />3,100 <br />TON <br />$ <br />,$ <br />CONCRETE PAVEMENT* <br />175,00 <br />542,500,00 <br />7 <br />CONSTRUCTAGGREGATE <br />770 <br />TON <br />S <br />g <br />BASE' <br />90.00 <br />33,300.00 <br />8 <br />CONSTRUCT MODIFIED <br />8,570 <br />Lf <br />S <br />g <br />CONCRETE CURB AND <br />GUTTER TYPE A-2-8 PER C.S.A. <br />76,00 <br />642,750,00 <br />STD PLAN NO. I101 WITH P <br />GUTTER PLATE PAN <br />P-I ofP-29 <br />