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ronlracl tinll Qiianllty NmoonI <br />Ilcm Unit Qitiintify Price To Dote To Date <br />part A - 5%anStary Sewer <br />1 8* PVC, 10'. 12’ dp. in pi.LF 40 15.00 87 1305.00 <br />2 8* PVC, 12'-14' dp. in pi.LF 20)15.00 250 3,7.^00 <br />3 8* PVC, 14’- 16’ dp. in pi.LF 200 J5.00 200 3,000.00 <br />4 8" PVC, 16’-18' dp. in pi.LF KA)15.00 200 3.000.00 <br />5 8* PVC, 18’- 20’ dp. in pi.LF 60 25.00 20 500.00 <br />6 6’ PVC sewer service line LF lOlK)60 600.00 <br />7 Std. 4' dia. manhole 8' dp. w/1642B <br />vstg. in place EA 3 995.00 3 2,985.00 <br />8 Manhole depth greater than 8' deep LF 23 58.00 21.5 1,247.00 <br />9 8” X 6* wye branch EA 2 50.00 2 100.00 <br />10 Cut Into existing 8’’ VCP EA 1 300.00 1 300.00 <br />11 Mechanical trench compaction LF 820 0.65 817 531.05 <br />12 Improved pipe foundation per 6* depth <br />increment in place LF 750 1.00 757 757.00 <br />13 Television inspection LF 760 1.00 <br />Total Part A • Sanitary Sewer $18,075.05 <br />Part R - Water Main <br />14 6* DIP, Class 52 water main LF 50 1560 30 468i» <br />15 8* DIP, Class 52 water main LF S75 15.60 840 13.104.00 <br />16 12* DIP, Class 52 wa<er main LF 580 20.85 545 11363.25 <br />17 6’ resilient wedge GV and box EA 2 .340.00 2 680.00 <br />18 8" resilient wedge GV and box EA 7 4AI.00 5 2,200.00 <br />19 12* resilient wedge GV and box EA 2 795 2 1,590.00 <br />20 5* valve hydrant EA 2 i.ioo.a)2 2.200.00 <br />21 Connect to exist, water line (wet tap)EA 1 1,440 00 <br />tn Imp ^rtit tn^EA 1 300.00 1 300.00 <br />23 Cl. flttings LB 4,500 085 4,18T 3,-55725 <br />14 Medianical trench compaction LF 1,510 020 l,4i:283B0 <br />2S Improved pipe foundation per 6* <br />tfeptb increments in place LF 300 <br />0.80 300 240.00 <br />36 Clear and grub trees EA .j 85.00 27 7,295JO. <br />Total Part B - Water Main $38,28030 <br />1M1.IUT RP 1 <br />___u