07-27-1992 Council Packet - Laserfiche WebLink

Home Browse Search

Part A - Siinitafy 5?ewgr 1 8* PVC, 10 ‘- 12' dp. in pi. 2 V PVC. 12'- 14' dp. in pL 3 S' PVC, 14'-16* dp. b pi 4 S' PVC, 16'- 18' dp. in pL 5 S' PVC, 18'- 20' dp. in pL 6 6* PVC sewer service line 7 Std. 4* dia. nanbule 8' dp w/1642B csig. in place 8 Manhole depth greater thao 8 ’ deep 9 8^ X 6' wye branch 10 Cut into existing S' VCP 11 Mechanical trench compaction - 12 Improved pipe (bundatiun per 6* depth increment in place fe^l3 Television inspection Total Part A - Sanitary Sewer :^V.i fe- V: Part B - Water Ma*.. ^^14 6T DIP, Class S2 water main 15 tr DIP, Class 52 water main 16 12* DIP, Class 52 water main 17 6* resilient wedge GV and oox IS S' resilient wedge GV and box 19 JT resilient wedge GV and box 20 y valve hydrant 21 Connect to exist, water line (wet tap) : 1^ 22 Connect to exisl. water line (cut u) 23 CJ. litUnns iS:. m «.• m 24 Merhaairal trench compaction i> - w: 25 Improved pipe foundation per 6* depth increments in place 26 Clear and grub trees Total Part B - Water Mam twuiFr #ti ..... Unit CuolTMCt Qumo UI x yiict QuaoUty T* Dttl* Amo tail To Dolo LF 40 15.00 87 1,305.00 LF 200 15.00 250 3,750.00 LF 200 15.00 200 3,00OX)0 LF 260 15.00 200 3,000.00 LF 60 25.00 20 500.00 LF 60 10.00 60 6C0.00 EA 3 995.00 3 2,985.00 LF 23 58.00 215 1,247.00 EA 2 50.00 2 100.00 EA 1 300.00 1 300.00 LF 820 U.o5 817 531.05 LF 750 1.00 ISl 757.00 LF 760 1.00 750 $18,825.05 LF 50 15.60 30 468iX) LF 875 15.60 840 13,104.00 LF 580 20J15 575 11,988.75 EA 2 340.00 3 1,020.00 EA 7 440.00 5 2,200.00 EA 2 795.00 2 1,590.00 EA EA 2 1 1,100.00 1,440.00 2 2,200i)0 EA 1 300.00 1 300iU LB 4.500 0.85 4,580 3493H0 LF 1,510 0.20 1,445 289D0 LF 300 0.80 300 240.00 EA RP-1 15 85.00 27 _____na $39,587.75 't4