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CITY OF SANTA ANA ADDENDUM NO. FOUR <br />PROPOSAL <br />PROJECT NO.: 21-6453 & 21-6619 <br />NE ANNEXATION WATER & SEWER IMPROVEMENTS <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />14 <br />8" DR-14 PVC Water Main per <br />2,000 <br />LF <br />$ <br />$ <br />detail on plans (includes trench, <br />bedding, backfill andpaving) <br />15 <br />12" DR-14 PVC Water Main per <br />265 <br />LF <br />$ <br />$ <br />detail on plans (includes trench, <br />? S7O <br />bedding, backfill andpaying) <br />*16 <br />Vertical Offset per City Standard <br />Plan 1413B Needed) <br />5 <br />EA <br />$ <br />L[ 00 ® <br />$ <br />D C) <br />(As <br />a-0 0 <br />1 <br />*17 <br />1" Air Vacuum and Release Valve <br />I <br />EA <br />$ <br />$ <br />per City Standard Plan 1415 (As <br />t 0 <br />to DD D <br />Needed) <br />i <br />* 18 <br />Additional Potholing (As Needed) <br />10 <br />EA <br />$ <br />$ <br />�DC7 <br />S D V U <br />*19 <br />Additional Trenching Costs to <br />200 <br />LF <br />$ <br />$ <br />Install Water Pipeline 18"-30" <br />r J 08' <br />00 p <br />Deeper (Total 54" to 66" Cover) <br />"( <br />(As -Needed) <br />20 <br />1" Copper Water Service per City <br />51 <br />EA <br />$ <br />$ <br />Std. 1401 <br />3 00 U <br />15 3( D D <br />21 <br />2" Copper Water Service per City <br />2 <br />EA <br />$ <br />$ <br />Std. 1402 <br />a01 l7O O <br />Ll D, p o 0 <br />22 <br />8" Resilient Wedge Gate Valve per <br />City Std. 1410 <br />4 <br />EA <br />$ <br />S' 000 <br />$ <br />I ;2% p O O <br />23 <br />12" Resilient Wedge Gate Valve per <br />1 <br />EA <br />$ <br />$ <br />City Std. 1410 <br />C--7 pD ® <br />I <br />24 <br />2" Blow off Assembly per City Std. <br />1 <br />EA <br />$ <br />$ <br />1414 <br />1Ot DDD <br />�I; ODC7 <br />25 <br />Fire Hydrant Assembly per City <br />Std. 1405 <br />8 <br />EA <br />$ <br />a 0' D D <br />$ <br />(� D, D 0 D <br />26 <br />8" SDR-26 PVC Sewer Main per <br />660 <br />LF <br />$ <br />g <br />detail on plans (includes trench, <br />a �-( (� <br />/ y ® b <br />bedding, backfill and paving) <br />27 <br />4" SDR-26 PVC Sewer Lateral per <br />29 <br />EA <br />$ <br />$ <br />City Std. 1204 <br />5 0 <br />1 LI -5 i70 O <br />28 <br />48" Sewer Manhole per City Std. <br />4 <br />EA <br />$ <br />$ <br />1201 <br />1"�-, Voo <br />01 pOD <br />29 <br />Remove Existing Manhole <br />1 <br />EA <br />$ <br />$ <br />3fp0D <br />30 <br />CCTV Inspection of Existing Sewer <br />1,860 <br />LF <br />$ <br />$ <br />Main (Pre and Post Construction) <br />s S $D <br />i <br />31 <br />CCTV Inspection of Existing Sewer <br />20 <br />EA <br />$ <br />$ <br />Laterals (Pre and Post Construction) <br />32 <br />CCTV Inspection of New Sewer <br />Main <br />660 <br />LF <br />$ ,, •'_ <br />$ <br />I <br />P-2 of P-17 <br />