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| 1 | Excavation in trenches for laying of GI water tubing etc not exceeding 1.5 m wide and not exceeding 1.5m deep and getting out in soft/loose soil complete all as Specified and directed. |
| 2 | M&L for cutting of existing road/hard standing/ footpath surfaces for laying of GI water tubing complete all as specified and as directed. |
| 3 | Returning, filling in trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 Cm thick as in soft/loose/hard/dense soil complete all as specified and directed. |
| 4 | Removing excavated materials to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 5 | Taking up or down 20mm dia steel water tubing and connections complete all as specified and directed. |
| 6 | Taking up or down 25mm dia steel water tubing and connections complete all as specified and directed. |
| 7 | Taking up or down 40mm dia steel water tubing and connections complete all as specified and directed. |
| 8 | Taking up or down 50mm dia steel water tubing and connections complete all as specified and directed. |
| 9 | Taking up or down old serviceable/unserviceable pipe 80 mm Dia size with any connection removal from the side complete all as specified and directed. |
| 10 | Supply and laying Galvanised pipe medium grade size 20 mm (3/4”) dia, laid in trenches, including fittings such as tee, bend, nipple, socket, reducer, flange, union etc.complete all as specified and directed |
| 11 | Supply and laying Galvanised pipe medium grade size 25 mm (1.0”) dia, laid in trenches including fittings such as tee, bend, nipple, socket, reducer, flange, union etc. complete all as specified and directed. |
| 12 | Supply and laying Galvanised pipe medium grade size 40 mm (1.5”) dia,laid in trenches including fittings such as tee, bend, nipple, socket, reducer, flange, union etc.complete all as specified and directed. |
| 13 | Supply and laying Galvanised pipe medium grade size 50 mm (2”) dia,laid in trenches including fittings such as tee, bend, nipple, socket, reducer, flange, union etc. complete all as specified and directed. |
| 14 | Supply and laying Galvanised pipe medium grade size 80 mm (3”) dia,laid in trenches including fittings such as tee, bend, nipple, socket, reducer, flange, union etc.complete all as specified and directed. |
| 15 | S&F Gun metal globe or Gate valves with iron wheel head, screwed both ends for iron pipe of size 20 mm bore complete all as specified and directed. |
| 16 | S&F Gun metal globe or Gate valves with iron wheel head, screwed both ends for iron pipe of size 25 mm bore complete all as specified and directed. |
| 17 | S&F Gun metal globe or Gate valves with iron wheel head, screwed both ends for iron pipe of size 40 mm bore complete all as specified and directed. |
| 18 | S&F Gun metal globe or Gate valves with iron wheel head, screwed both ends for iron pipe of size 50 mm bore complete all as specified and directed. |
| 19 | Supply and fix in replacement CI Sluice valve pipe of size 80 mm bore with flanged ends as per IS-14846 PN-1.6 including stainless steel spindle and wheel , ISI marked with nut bolts and jointing material i.e. rubber gasket complete including taking down old unserviceable sluice valve complete all as specified and directed.Make Upadhya/Zoloto/Kirloskar. |
| 20 | M&L for construction of block masonry valve pit chamber of size 900 x 900 x 600 mm complete with PCC1:3:6 type C1 solid block walling 20 cm thick set in cement mortar 1:4 over 100mm thick PCC 1:4:8 type D2 foundation 50 mm thick PCC 1:2:4 type B1 coping on the top of wall rendering 15 mm thick cement mortar 1:4 on inside and exposed external surface MS sheet cover angle iron frame and locking arrangement etc as mentioned in particular specification including dismantling old existing damaged valve pit complete all as specified and directed. |
| 21 | M&L for construction of block masonry valve pit chamber of size 600 x 600 x 450 mm complete with PCC1:3:6 type C1 solid block walling 20 cm thick set in cement mortar 1:4 over 100mm thick PCC 1:4:8 type D2 foundation 50 mm thick PCC 1:2:4 type B1 coping on the top of wall rendering 15 mm thick cement mortar 1:4 on inside and exposed external surface MS sheet cover angle iron frame and locking arrangement etc as mentioned in particular specification including dismantling old existing damaged valve pit complete all as specified and directed. |
| 22 | M & L for PCC 1:3:6 Mix, type C2 (using 40 mm graded crushed stone aggregate) for making good disturbed surface of channels/pavements/foot paths/roads/foundation etc complete all as directed and specified. |
| 23 | M & L for cutting of existing road / hard standing / foot path surfaces for laying water tubing and making good to disturbed surfaces with plain cement concrete, 1:2:4 Mix, Type B1 (using 20 mm graded crushed stone aggregate) as in coping / benching, slightly rounded or chamfered angles and throating, etc including necessary formwork complete all as specified and as directed Please Enable Macros to View BoQ information |
