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CITY OF SANTA ARIA <br />PROPOSAL <br />PROJECT NO, 20-6965, AI? 5063(l96) -- STANDARD AVI: DIKE -WAY 17ROM WARNER AVF TO 2-ST <br />PROJEC T NO.20-G9G2. ATP 5063(198) MCFADDFN AVE BIKEWAY FROM HARBOR BLVD TO GRAND AVE <br />PROJECT NO.23-6707 - STANDARD AVE PAVEMENT REHABILITATION FROM WARNER AVE TO 2ND ST <br />PROJECT NO. 23-6705 - MCFADDEN AVE PAVEM FsN 1 RhHAHILITAT[ON FROM f-fARBOR BLVD TO FAIRVIEW ST <br />PROJECT NO. 19-6923 - MCFADDEN AVE PAVLMENT REHI' BILIIATION FROM FAIRN71FW ST TO RAITT ST <br />PROJECT NO. 23-6706 -- MCFADDEN AVE PAVEMENT REHABILITATION fRom RAITT ST TO GRAND AVE <br />Item[ <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />22 <br />CONSTRUCT ALLEY APRON <br />392 <br />SF <br />S <br />w <br />PER C.S.A. STD PLAN l I I I AND <br />30.00 <br />11,760.00 <br />DETAILS AS SHOWN ON <br />CONSTRUCTION DETAIL <br />SHEETS. <br />23 <br />CONSTRUCT PCC MEDIAN (4" <br />1,700 <br />SF <br />S; <br />y; <br />THICK) <br />20.00 <br />34,000.00 <br />24 <br />CONSTRUCT 4" THICK <br />28,131 <br />SF <br />$ <br />$ <br />SIDEWALK PER G.S.A. STD <br />14.00 <br />393,834.00 <br />PLAN 1104* <br />25 <br />CONSTRUCT CROSS GUTTER <br />9,291 <br />SF <br />S <br />$ <br />PER C.S.A. STD PLAN 1109 <br />28.00 <br />260,148.00 <br />26 <br />CONSTRUCT DRIVEWAY <br />4,730 <br />SF <br />S <br />S <br />APPROACH PER CASE 1, PER <br />C.S.A. STD. PLAN I l 12 AND <br />22.00 <br />104,060-00 <br />DETAILS PER PLANS. (T=8" <br />27 <br />DETECTABLE WARNING <br />780 <br />SF <br />ti <br />SURFACE PER C.S.A. STD PLAN <br />50.00 <br />39,000.00 <br />1122 <br />28 <br />INSTALL 6" PVC PIPES <br />1,340 <br />LF <br />S <br />S <br />(LOCATION PER PLAN) <br />120,00 <br />160,800-00 <br />29 <br />REMOVE EXISTING CATCH <br />2 <br />EA <br />$ <br />BASIN AND CONFLICTING PIPE <br />7,500.00 <br />7,500-00 <br />30 <br />FALSE CURB (MAPLE ST AND <br />1 <br />FA <br />$ <br />S <br />MCFADDEN AVE) <br />8,000,00 <br />8,000.00 <br />31 <br />CONSTRUCT JUNCTION <br />2 <br />EA <br />$ <br />5 <br />STRUCTURE — PIPE TO PIPE <br />5,50000 <br />11,00000 <br />CASE 1 PER SPPWC 332-2 <br />32 <br />CONSTRUCT JUNCTION <br />I <br />EA <br />$ <br />5 <br />STRUCTURE —PIPE TO PIPE <br />5,500.00 <br />5,500.00 <br />(CASE 2) PER SPPWC 332-2 <br />33 <br />CONSTRUCT JUNCTION <br />2 <br />EA <br />S, <br />S <br />STRUCTURE — PIPE TO RC13 <br />7,000,00 <br />14, 000.00 <br />PER SPPWC 333-2 <br />34 <br />CONSTRUCT CURB OPENING <br />1 <br />EA <br />5 <br />S <br />CATC BASIN WITH <br />GRATINGS) PER SPPWC 302-3 <br />14,000,00 <br />14,000,00 <br />_.(ONE GRATE <br />35 <br />CONSTRUCT CATCH BASIN <br />1 <br />EA <br />S <br />S <br />TYPE "B" PER C.S.A. STD PLAN <br />18,000.00 <br />18,000.00 <br />NO. 302 (W=12' <br />36 <br />CONSTRUCT CATCH BASIN <br />1 <br />EA <br />`� <br />$ <br />TYPE "B" PER C.S.A. STD PLAN <br />15,000.00 <br />15,000.00 <br />NO, 302 (W=7' <br />37 <br />CONSTRUCT CATCH BASIN <br />1 <br />EA <br />b <br />$ <br />TYPE "C" PER C.S.A STD PLAN <br />13,000,00 <br />13,000A0 <br />NO.303 W=5' <br />P-3 of P-29 <br />