REPAIR REPLACEMENT OF GI CI DI PIPE LINES AND DAY TO DAY MAINTENANCE OF EXTERNAL WATER SUPPLY AT 23 WING AND KALUCHAK UNDER GE (AF) JAMMU

S&F and testing CI sluice valves, 150 mm dia, both ends flanged and drill in with brass spindle and brass check nuts, hand wheel made out of CI complete suitable for tested hydrostatic pressure 15 Kg/Sqcm. (PN 1.6) and confirming to IS 780, including taking out of existing unserviceable valve complete all as specified and directed by Engineer-in-Charge.

S&F and testing CI sluice valves, 100 mm dia, both ends flanged and drill in with brass spindle and brass check nuts, hand wheel made out of CI complete suitable for tested hydrostatic pressure 15 Kg/Sqcm. (PN 1.6) and confirming to IS 780, including taking out of existing unserviceable valve complete all as specified and directed by Engineer-in-Charge.

S&F and testing CI sluice valves, 80 mm dia, both ends flanged and drill in with brass spindle and brass check nuts, hand wheel made out of CI complete suitable for tested hydrostatic pressure 15 Kg/Sqcm. (PN 1.6) and confirming to IS 780, including taking out of existing unserviceable valve complete all as specified and directed by Engineer-in-Charge

S&F cast iron non return valve heavy duty ISI marked, 150 mm bore, with jointing material flanged joint rubber gasket 6mm thick nuts,MS nuts,bolts,washers including taking out of existing unserviceable complete all as specified and directed by Engineer-in-Charge.

S&F cast iron non return valve heavy duty ISI marked, 100 mm bore, with jointing material flanged joint rubber gasket 6mm thick nuts,MS nuts,bolts,washers including taking out of existing unserviceable complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layer not exceeding 25 cms thick after laying and testing of cable complete all as specified and directed.

Removing excavated soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above starting point complete all as specified and directed by Engineer-in-Charge.

Supply , laying,15 mm bore steel water tubing medium grade galvanised with all fittings including short lengths, laid in trenches, complete with all fittings (such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.) including taking down old unserviceable pipe any type complete all as specified and as directed by Engr-in-Charge.