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CITY OF SANTA ANA ADDENDUM ONE <br />PROPOSAL <br />PROJECT NO.: 14-6802 WARNER AVENUE STREET IMPROVEMENTS (MAIN TO OAK) <br />PROJECT NO.: 18-6424 WARNER AVENUE WATER MAIN IMPROVEMENTS (MAIN TO OAK) <br />PROJECT NO.: 20-661.8 WARNER AVE STORM DRAIN IMPROVEMENTS (MAIN TO OAK) <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />91 <br />*CONSTRUCT 18" RCP (D-LOAD <br />LF <br />PER PROFILE) WITH BEDDING PER <br />333 <br />OR)o <br />49 �3b <br />OCPW STD PLAN 1319 <br />,ci • <br />92 <br />*CONSTRUCT 24" RCP (D-LOAD <br />LF <br />PER PROFILE) WITH BEDDING PER <br />67 <br />m _ <br />OCPW STD PLAN 1319 <br />93 <br />*CONSTRUCT 48" RCP (D-LOAD <br />LF <br />PER PROFILE) WITH BEDDING PER <br />50 <br />177, �;W. — <br />OCPW STD PLAN 1320 <br />94 <br />*CONSTRUCT 60" RGRCP (D-LOAD <br />LF <br />PER PROFILE) WITH BEDDING PER <br />518 <br />OCPW STD PLAN 1319 <br />95 <br />*CONSTRUCT 66" RGRCP (D-LOAD <br />LF <br />PER PROFILE) WITH BEDDING PER <br />43 <br />OCPW STD PLAN 1319 <br />96 <br />*CONSTRUCT 18" CSP RISER WITH <br />EA <br />90-DEGREE ELBOW AND SAFTEY <br />CAGE PER CALTRANS D93B AND <br />1 <br />,��• <br />3tiso�__ <br />DETAIL A ON SHEET 8. <br />97 <br />CONSTRUCT CATCH BASIN TYPE <br />EA <br />"B" PER CSA STD PLAN NO. 302 <br />8 <br />1 S tbc�o <br />Z d� oa[� <br />98 <br />*CONSTRUCT CATCH BASIN TYPE <br />EA <br />"C" PER CSA STD PLAN NO. 303 <br />3 <br />(011e0 <br />301 cx�,a <br />99 <br />*CONSTRUCT 10.75'WX6.00'H RCB <br />1,208 <br />LF <br />WITH 10' OF COVER AND FLAT <br />t, q0C• <br />(, f <br />INVERT PER CALTRANS STD PLAN <br />, <br />D80 AND D82 MODIFIED WITH <br />F'C=4500 PSI. (OR PRECAST <br />ALTERNATIVE PER CALTRANS STD <br />PLAN D83A AND D83B AT <br />CONTRACTOR'S OPTION <br />100 <br />*CONSTRUCT JUNCTION <br />EA <br />STRUCTURE PER SPPWC STD PLAN <br />1 <br />332-2 <br />101 <br />*CONSTRUCT CONCRETE COLLAR <br />EA <br />PER SPPWC STD PLAN 380-4 <br />2 <br />at�a <br />102 <br />*CONSTRUCT JUNCTION <br />EA <br />CHAMBER TYPE "D" PER CSA STD <br />2 <br />3a, ec <br />6bQpa, .� <br />PLAN 308A AND 308B <br />103 <br />*CONSTRUCT JUNCTION <br />EA <br />STRUCTURE PIPE TO RCB PER <br />OCPW STD PLAN 333-2-OC <br />6�ecc�, <br />P-6 of P-23 <br />