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| 1 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed. |
| 2 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and as directed. |
| 3 | Materials and labour for flyash brick work with old size bricks straight curved on plan exceeding 6 meter mean radius for drains etc in drainage works in CM 1:4, complete all as specified and as directed. |
| 4 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. |
| 6 | Removing excavated material exc. 500 m or part thereof beyond 500 m and upto total distance of 1.5 km at a level not exc. 1.5 m above the starting point complete all as specified and as directed. |
| 7 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 8 | M & L for Cement concrete (1:4:8) Type D2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. |
| 9 | M & L for Cement concrete (1:3:6) Type C2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. |
| 10 | M&L 15 mm thick rendering in cement mortar 1:4 inside and outside wall of manhole,drain, of brick work/concrete suface even and smooth without using extra cement complete all as specified and as directed. |
| 11 | M&L for cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) in surface channels and drains for benching complete all as specified and directed. |
| 12 | M & L for forming fair finish drain channel Inner grith exc 30 cm but not exc 50 cm inner girth in cement concrete using extra cement, complete all as specified and as directed. |
| 13 | M&L for cement concrete type C-1 1:3:6 (using 20mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed. |
| 14 | Material and labour for mild steel TMT bar 10mm dia over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooping end binding with mild steel wire not less than 0.9 mm complete all as specified and directed. |
| 15 | M&L for RCC 1:1.5:3 type A1 (20 mm graded crushed stone aggregate) nominal mix as in slab supported on wall complete all as specified and directed. |
| 16 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for fair finished surface of concrete, all as specified and as directed. |
| 17 | S&F TMT reinforcement bar, conforming to Fe-500, 6mm to 8mm dia cut to length , bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia or securing with chips complete all as specified and directed. |
| 18 | S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified. |
| 19 | S&F Reinforced concrete pipes, class NP2, 600 mm bore laid and jointed in trenches or in floors complete with collar all as specified and as directed. |
| 20 | Material and labour for cement concrete bed to drain pipe for 600mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specified and as directed. Please Enable Macros to View BoQ information |
