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CITY OF SANTA ANA Project No. 15-6463 <br />PROPOSAL Addendum Three <br />PROJECT NO.: 15-6453 <br />RIVERVIBV NEIGHBORHOOD WATER MAIN IMPROVEMENTS <br />licm <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />I S <br />2" blow OB'Asscmblyand Thrust Block <br />per City Standard Drawing 1414/�t <br />I <br />EA <br />$ <br />$ <br />A 00 <br />16 <br />8" Vertical offict(type 2)per City Standard <br />2 <br />EA <br />$ <br />$ I? 10Q0 <br />Drawing1413Bifo0a <br />17 <br />12" Vertical offset (type 2) per City <br />Standard Drawing 1413B <br />2 <br />EA <br />$ <br />6 ! c?O a <br />$ <br />\ 2f 003 <br />pg <br />PCC Cross Gutter Replacement <br />6 <br />EA <br />$'21Stx� <br />$ 15fo <br />19 <br />Replace Damaged Concrete Curb and <br />450 <br />LF <br />$ <br />$ <br />Gutter per City Standard Drawing 1101 <br />t.f SS <br />7,0rZ SO <br />20 <br />Remove and Replace Concrete Bus Pad per <br />City Standard Drawing 1108 <br />5 <br />EA <br />$ <br />51 �O <br />$ <br />``L i C 000 <br />Additional Trenching Costs to Install Water <br />250 <br />LF <br />$ <br />$ <br />21* <br />Pipeline 18"-30" Deeper (Total 54"to66, <br />$p <br />121 Jay <br />cover) (As -Needed) <br />22* <br />Additional Potholing (As -Needed) <br />10 <br />10 <br />Is &ZQ4-1 <br />$Repair rppb <br />23* <br />per City dates <br />2,600 <br />SF <br />$ % -` <br />$ <br />Drawingidewalk <br />1104 (As-Necde) <br />2 i t(Ot'3 <br />1 <br />24* <br />Imported Backfill Material (As -Needed) <br />500 <br />Cy <br />$ y <br />$ '?- Z f 5�00 <br />25* <br />1"Combination Air Valve Assembly per <br />City Standard Drawing 1415 (As -Needed) <br />4 <br />EA <br />$ <br />1 Z too <br />$ <br />12 f it0 <br />26 <br />Labor Agreement Oversight <br />I <br />LS <br />$15,000 <br />$15,000 <br />27 <br />f <br />Prc/PostCCTV Inspection oExisting <br />Sewer Mains and Laterals <br />I <br />LS <br />$ <br />1,10 50::� <br />$ <br />7-2 f <br />28 <br />Stripping andPavemeutMarking <br />I <br />LS <br />$ Wo � <br />1 <br />$ 4 <br />� 1 c�c1Ck <br />BMP Implementation and Erosion <br />I <br />LS <br />$ <br />$ <br />29 <br />ControlXamplianoewith SWPPP <br />7I��10 <br />otQ� <br />Requirements <br />30* <br />Furnish & install Traffic Loop Type D <br />42 <br />EA <br />$ 2 (gyp lc - <br />$ <br />1 Q I 110 <br />31* <br />Furnish and install Traffic Loop Type <br />93 <br />EA <br />$ S <br />25v <br />$ <br />2.31 ZSO <br />32* <br />Cold Milling (1.5"micromul) <br />22,000 <br />SF <br />$ <br />$ 14 oq <br />1� <br />33* <br />Asphalt Concrete (AC Pavement) <br />210 <br />TN <br />$yz <br />$�1� <br />34* <br />Adjust Manhole Frame & Cover to Finish <br />21 <br />EA <br />$ to <br />$ <br />Grade <br />530 <br />II15Sa <br />35* <br />Remove Existing Striping, Pavement <br />I <br />LS <br />$ <br />$ <br />Legends, and Markers <br />I CIi SOS <br />1 Gt r .S 4 U <br />36* <br />Crack Scaling <br />1 <br />LS <br />$ <br />6 f ScI<. <br />$ <br />�+r Sow <br />P-2 of P-17 <br />