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| 1 | Taking up unserviceable/ defective CI/DI/MS water mains (including all fitting ) with spigot/ socketed / flanged ends including disconnecting pipes and fittingsin any position for 100mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | All as per Item No. 1.00 here-in-before above but 150 mm Dia size |
| 3 | All as per Item No. 1.00 here-in-before above but200 mm Dia size |
| 4 | S&F ductile iron pressure pipes, class K-7, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on-joint (rubber gasket D jointing) for 100mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | All as per Item No. 4.00 here-in-before above but 150 mm Dia size |
| 6 | S&F ductile iron pressure pipes, class K-9, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on-joint (rubber gasket D jointing) for 150mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 7 | All as per Item No. 6.00 here-in-before above but 200 mm dia size |
| 8 | Refixing / relaying of old DI Pipe and connection in new or old position including fittings with old / new bends, elbows, socket, nipple, tapers, and reducers etc as per site requirement and laid in trenches and testing for leakages including required joint (i.e. Tyton Joint / rubber gasket etc) for 100mm dia size complete all as specified and as directed by the Engineer-in-Charge.Note :- Old DI Pipe obtained from serial item No. 1.00 |
| 9 | All as per Item No. 8.00 here-in-before above but 150mm dia Note :- Old DI Pipe obtained from serial item No. 2.00 |
| 10 | All as per Item No. 8.00 here-in-before above but 200mm dia Note :- Old DI Pipe obtained from serial item No. 3.00 |
| 11 | Excavation in trenches not exceeding 1.5 m width and not exc 1.5 m in depth andgetting out in hard/dense soil for removing/laying of pipe line complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Cutting existing GI/CI pipe line for insertion of new tees, collars for branch connections for 100mm dia complete all as specified and as directed by the Engineer-in-Charge. Note : CI /DI specials, Joints and Earth work shall be measured and paid separately under relevant items of this schedule. |
| 15 | All as per Item No. 14.00 here-in-before above but 150 mm Dia |
| 16 | All as per Item No. 14.00 here-in-before above but 200 mm Dia |
| 17 | S&F in repairs cast iron or ductile iron mechanical coupling /D Joint / MJ Collar heavy duty including all jiointing material, ISI marked, split type with long collar, suitable rubber rings, bolts, nuts and washers etc suitable for MS/CI/DI/GI /PVC pipesfor 100mm dia size complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | All as per Item No. 17.00 here-in-before above but 150 mm Dia |
| 19 | All as per Item No. 17.00 here-in-before above but 200 mm Dia |
| 20 | S&F in replacement of Cast Iron sluice valves flanged ends stem of SS (AISI410) & Bronze (Gun Metal) working parts IS : 14846 both ends flanged with clamps and check nuts, operating wheel etc, non rising type K504, class PN 1.6 including jointing materials connecting and testing for 100mm dia size complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | All as per Item No. 20.00 here-in-before above but 150 mm Dia |
| 22 | All as per Item No. 20.00 here-in-before above but 200 mm Dia |
| 23 | Cutting the existing road straight by manual, depth and width not less than 30 cm for pipes up to 100 mm dia and 60 cm for pipes from 150 mm to 150 mm dia and 75 cm for pipes above 250 mm dia and filling back same material of road by using cold bitumen ccomplete all as specified and as directed by the Engineer-in-Charge. |
| 24 | S&F CI specials such as bends (any type, radius or angle) tapers any type (Straight, bend, increase, decrease or double socket etc) tee pieces, single \"Y\" branch, double branch cross (all sockets, socket and spigots, collars, cap plugs etc up to 150 mm bore complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | All as per Item No. 24.00 here-in-before above but for 200 mm bore to 300 mm bore. |
