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1 8* PVC, 10 ’- 12' dp. m pi. <br />2 8" PVC, 12'- 14* dp. in pi. <br />3 8" PVC. 14'- 16' dp. in pi. <br />4 8" PVC, 16’- 18 ’ dp. in pi. <br />5 8* PVC, 18 ’- 20 ’ dp. in pi. <br />6 6" PVC sewer service line <br />7 Sid. 4’ dia. manhole 8 ’ dp. w/1642B <br />cstg. in place <br />8 Manhole depth greater than 8 ‘ deep <br />9 8* X 6" wye branch <br />10 Cut into existing 8" VCP <br />11 Mechanical trench compaction <br />12 Improved pipe foundation per 6" depth <br />increment in place <br />13 Television iaspectiun <br />Total Part A - Sanitary Sewer <br />Pari B - Water M.ain <br />I»Si W? <br />Conlract <br />Qnnntll? <br />llnil <br />Prire <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />EA <br />LF <br />EA <br />EA <br />LF <br />LF <br />LF <br />40 <br />200 <br />200 <br />260 <br />60 <br />60 <br />3 <br />23 <br />2 <br />1 <br />820 <br />750 <br />760 <br />15.00 <br />15.00 <br />15.00 <br />15.00 <br />25.00 <br />10.00 <br />995.00 <br />58.00 <br />50.00 <br />300.00 <br />0.65 <br />1.00 <br />1.00 <br />RM <br />Quanflly <br />To Dole <br />87 <br />250 <br />200 <br />200 <br />20 <br />60 <br />3 <br />21.5 <br />2 <br />1 <br />817 <br />Amoiinl <br />To DiU <br />1.305.00 <br />3.750.00 <br />3,000.00 <br />3,000.00 <br />500.00 <br />600.00 <br />2.985.00 <br />1.247.00 <br />100.00 <br />300.00 <br />531.05 <br />757.00 <br />S 18,075.05 <br />14 6" DIP, Class 52 water main LF 50 15.60 30 468.00 <br />15 8" DIP, Class 52 water main U’875 15 60 840 13,104.00 <br />16 12* DIP, Class 32 water main LF 580 20.85 575 11,988.75 <br />17 6* resilient wedge CIV and box EA 2 340.00 2 68000 <br />18 8" resilient vi-dge GV and box FA 7 440(10 5 2,200.00 <br />19 12* resM.H'^ wedge GV and box EA 3 795.00 2 1,590.00 <br />20 5" valve hydrant EA 2 1,100 00 2 2,200 00 <br />21 Connect to exist, water line (wet tap)EA 1 1,440.00 <br />22 Connect to exist, water line (cut in)EA 1 300.00 I 300.00 <br />23 C.I. fittings LB 4,500 0.85 4,495 3,820.75 <br />24 Mechanical trench compactimi LF 1,510 o.»1,445 28900 <br />23 Improved pipe found.3tion per 6* <br />depth increments in place LF 300 0.80 240.00 <br />26 Clear and trees EA 15 85iX)27 7,704 rm <br />Total Part B - Water Main 139.17550