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CITY OF SANTA ANA REBID <br />PROPOSAL <br />PROJECT NO. 20-6965, ATP 5063(196) - STANDARD AVE BIKEWAY FROM WARNER AVE TO 2ND ST <br />PROJECT NO.20-6962, ATP 5063(198) -MCFADDEN AVE BIKEWAY FROM HARBOR BLVD TO GRAND AVE <br />PROJECT NO.23-6707 - STANDARD AVE PAVEMENT REHABILITATION FROM WARNER AVE TO 2ND ST <br />PRO.IECT NO.23-6705 - MCFADDEN AVE PAVEMFN'I' REHABIL['['A'CION FROM HARBOR BLVD TO FAIRVIEW ST <br />PROJECT NO. 19-6923 - MCFADDEN AVE PAVEMENT REHABILITATION FROM FAIRVIEW 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 />23 <br />CONSTRUCT PCC MEDIAN (4" <br />1.700 <br />SF <br />S <br />S <br />THICK) <br />20.00 <br />34,000.00 <br />24 <br />CONSTRUCT 4" THICK <br />?8.1 31 <br />SF <br />S <br />S <br />SIDEWALK PER C.S.A. STD <br />15.00 <br />421,965.00 <br />PLAN 1104* <br />25 <br />CONSTRUCT CROSS GUTTER <br />9,291 <br />SF <br />PER C.S.A. STD PLAN 1109 <br />26.00 <br />241,566.00 <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 1112 AND <br />22.00 <br />104,060,00 <br />DETAILS PER PLANS. T=8") <br />27 <br />DETECTABLE WARNING <br />', 8o <br />SF <br />S <br />$ <br />SURFACE PER C.S.A. STD PLAN <br />40.00 <br />31,200.00 <br />1122 <br />28 <br />INSTALL 6" PVC PIPES <br />1.340 <br />LF <br />S <br />$ <br />(LOCATION PER PLAN) <br />100.00 <br />134,000.00 <br />29 <br />REMOVE EXISTING CATCH <br />2 <br />EA <br />S <br />$ <br />BASIN AND CONFLICTING PIPE <br />7,500.00 <br />15,000.00 <br />30 <br />FALSE CURB (MAPLE ST AND <br />I <br />EA <br />$ <br />$ <br />MCFADDEN AVE) <br />6,000.00 <br />6,000.00 <br />31 <br />CONSTRUCT JUNCTION <br />2 <br />EA <br />S <br />$ <br />STRUCTURE —PIPE TO PIPE <br />5,500.00 <br />11,000.00 <br />(CASE 1) PER SPPWC 332-2 <br />32 <br />CONSTRUCT JUNCTION <br />I <br />EA <br />S <br />$ <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 />? <br />EA <br />S <br />STRUCTURE — PIPE TO RCB <br />7,000.00 <br />14, 000.00 <br />PER SPPWC 333-2 <br />34 <br />CONSTRUCT CURB OPENING <br />1 <br />EA <br />S <br />ti <br />CATC BASIN WITH <br />GRATING(S) PER SPPWC 302-3 <br />15,000.00 <br />15,000.00 <br />ONE GRATE <br />35 <br />CONSTRUCT CATCH BASIN <br />1 <br />EA <br />S <br />TYPE "B" PER C.S.A. STD PLAN <br />19,000.00 <br />19,000.00 <br />NO.302 =12' <br />36 <br />CONSTRUCT CATCH BASIN <br />1 <br />EA <br />S <br />S <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 />$ <br />S <br />TYPE "C" PER C.S.A STD PLAN <br />13,000.00 <br />13,000.00 <br />NO. 303 (W=5') <br />38 <br />CONSTRUCT CATCH BASIN <br />I <br />EA <br />$ <br />S <br />TYPE "B" PER C.S.A. PLAN STD. <br />23,000.00 <br />23,000.00 <br />PLAN 302. (W=2F) <br />P-3 of P-30 <br />