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| 1 | Excavating in over areas n. exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 2 | Excavating over areas, depth exc 1.5m but n. exc 3.0m and getting out in any type of soil complete all as specified and directed. |
| 3 | M&L for Plain cement concrete, 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed |
| 4 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including raft, for columns, etc; basements slabs, under-reamed piles and ,mass concrete complete all as specified and directed. |
| 5 | M& L for RCC M-30 design mix using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 6 | M&L for Providing Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. |
| 7 | M&L forProviding Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed. |
| 8 | M&L for Providing Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface complete all as specified and directed. |
| 9 | S&F High strength deformed bars( TMT bars) 10 mm dia and over as in reinforcement for concrete 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 clips complete all as specified and directed. |
| 10 | S&F of PVC (SWR) pipe 75mm dia on wall/floor single socketed in any length with rubber rings joints all as specified. |
| 11 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 12 | Returning and back filling of retaining walls using approved earth obtained from excavation including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.(back filling required for Hill side only) |
| 13 | Rolling and consolidating formation surfaces in cutting including watering as necessary, filling in the depressions with approved earth which occur during the process, with 8 to 12 tonne power roller, consolidating to required gradient and camber complete all as specified and directed. |
| 14 | M & L for Soling (or sub base) 200mm thick (spread thickness), in two layers of 100mm thickness each, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 10 tonne power roller to required gradient and camber complete all as specified and directed. |
| 15 | M&L for hard core of broken stone or boulders of gauge n.exc.63mm, deposited, spread, levelled in layers n.exc.15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 16 | M&L for 100mm thick cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as Sub base of flooring complete all as specified and directed. |
| 17 | M&L for 150mm thick cement concrete 1:1.5:3 type B1 using (20 mm graded stone aggregate) as in road/hard standing without using extra cement finishing cement concrete surface even and smooth by brooming. |
| 18 | M&L for Forming 20mm thick expansion joints for full depth filled with perforated bituminous filler and top 30mm primed and sealed with sealing compound grade A complete all as specified and directed. |
| 19 | Forming construction(Dummy) joints 65mm deep x 10mm wide filled with perforated bituminous filler and top 30mm primed and sealed with sealing compound grade A complete all as specified and directed. |
| 20 | M&L for 600 mm Dia Reinforced cement concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and direceted. |
| 21 | Supply and erecting 'W' metal beam crash barrier made out of galvanised iron corrugated sheet 3mm thick,300 mm wide beam in 2 Nos of lines comprising vertical channel post made cut to 5mm thick galvanised mild steel sheet of size 150mm x 75mm, placed at 1.80m C/C, 1.8 mtr overall height 0.70m embeded in PCC 1:2:4 type B2 of block 300mmx300mmx700mm below ground, spacers channel of cross section 150mmx75mmx5mm, 330 mm long behind each beam fitted to vertical post by welding, drilling holes for fixing 'W' beam including necessary mild steel 10mm dia bolts of required length with nuts and washers including necessary excavation, earth work, PCC etc. complete all as specified and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
