|
| 1 | M & L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. |
| 2 | M & L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed (all kinds of soil) complete all as specified and directed. |
| 3 | M&L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5m and n. exc 3.00m, as directed (all kinds of soil) complete all as specified and directed. |
| 4 | M&L PCC (1:4:8) type d2(40 mm graded aggregate) as in mass concerte complete all as specified and directed. |
| 5 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft to loose soil complete all as specified and directed. |
| 6 | M&L for removing excavated soil not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 7 | M&L RCC M-30 (design mix) using 20mm graded foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 8 | M&L for 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. |
| 9 | M&L RCC M-30 (design mix) using 20mm graded aggregate for columns, pillars, piers, posts and struts complete all as specified and directed. |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finish complete all as specified and directed. |
| 11 | M&L for TMT mild steel bars 10mm dia and over, 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. |
| 12 | M&L for TMT mild steel bars , 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 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 13 | M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cm (1:6) complete all as specified and directed. |
| 14 | M&L RCC M-30 (design mix) using 20mm graded aggregate for beams, cantilevers, bressummers, lintels over1.5m span complete all as specified & directed. |
| 15 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. |
| 16 | M&L RCC M-30 (design mix) using 20mm graded aggregate for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 17 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) complete all as specified and directed. Please Enable Macros to View BoQ information |
| 18 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) complete all as specified and directed. Please Enable Macros to View BoQ information |
