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Exhibit A <br />CITY OF SANTA ANA ADDENDUM ONE <br />PROPOSAL <br />PROJECTNO. 11-6740: BRISTOL STREET IMPROVEMENTS AND WIDENING FROM <br />WASHINGTON AVENUE TO 17 T11 STREET <br />PROJECT NO. 17-6472; BRISTOL STREET WATEP MAIN IMPROVEMENTS FROM <br />WASHINGTON AVENUE TO 1.7" "1 STREET <br />PROJECT NO, 17-6473; BRISTOL STREET SEWER MAIN IMPROVEMENTS FROM <br />WASHINGTON AVENUE TO 17TH STREET <br />Item <br />IDescriptlon <br />Qty <br />Unit <br />Unit Price <br />Amount <br />PROJECT 17-6472 WATER MAIN IMPROVEMENTS <br />85" <br />12" AWWA C900 (DR 14) <br />'- LP _-1735 <br />$ <br />$ <br />P,V.C. Water Main <br />2'60- <br />85, <br />Construct, I" Water Service per City Std. Plan <br />EA <br />3 <br />$ <br />$ <br />1401 <br />"7q(0 r <br />Q dcd C3Z%' <br />86a <br />Temporary Water Service <br />EA <br />3 <br />$ <br />$ <br />3gco" <br />10,,1C3 <br />87. <br />6" Fire Line Connection Ltcluding 6" RWGV <br />EA <br />1 <br />$ _...__ <br />$ <br />IAQ4;0" <br />i�GDtJ <br />88. <br />8" Fite Line Connection including 8" RWGV <br />EA <br />I <br />$ <br />$ <br />114700 <br />Pq-700 " <br />89. <br />Naw Fire Hydrant Assembly, Including Gate <br />EA <br />5 <br />$ <br />$j+ (0 0C15""" <br />Valva and Lateral Pipe <br />1 -�--^ <br />90. <br />12" Resilient Wedge Gate Valve <br />EA <br />8 <br />$ - <br />-$ - "- _ <br />C, <br />5aa <br />9L <br />CCTV Inspection of Existing Sewer Main (to. <br />LF <br />1500 <br />$ <br />S <br />be Ieft in place) Adjacent to Now Water Main" <br />- <br />92. <br />CCTVlnspectionoi'PxistiagSawer Laterals <br />EA <br />10 <br />$ <br />$� <br />(to be left in place) Adjacent <br />to New Water Main <br />j(,J�J <br />.�<.� <br />93, <br />Vertical Offset* <br />'—' EA <br />,._� <br />94. <br />Remove Exiating Water 1lftein* <br />LF <br />1000 <br />$ <br />$ <br />n <br />95. <br />Combination Air Valves* <br />._._ EA <br />3 <br />(As Needed) <br />96, <br />Imported Bac klt11N1aterial* - <br />CY <br />200 <br />$ <br />$ <br />--96a- <br />(As Needed).- <br />-Potholing <br />s--• <br />(As Needed)* <br />EA <br />40 <br />$ <br />$ - <br />__f3t <br />96b.Additional <br />Trenching Costs to Ittstall Water <br />LF <br />200 <br />$ <br />$ <br />Pipeline 18"-30" Deeper (Total 54" to 66" <br />PROJECT 17-6473 SEWER MAIN IMPROVEMENTS <br />97, <br />Constrnet 8" PVC Sewer Main <br />LF <br />452 <br />$ <br />$— �7 <br />98. <br />Constroct48"Concreto Manhole <br />EA <br />3 <br />$ <br />$ <br />--99-.--] <br />ypass Pitniping Existing Sewer F(ow <br />LS ---1 <br />$ _ <br />$ �ry <br />P-6 of P-22 <br />