|
| 1 | Excavation in trenches n.exc 1.50 M wide & n.exc 1.50 M deep for foundation etc or for shafts wells cesspits, manhole pier holes etc n exc 10 sqm on plan and n exc 1.5 m depth and getting in hard/dense soil complete all as specified and directed. |
| 2 | Excavating in post holes (or similar holes) each in hard/densen exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. |
| 3 | Material & Labour cement concrete (1:3:6) type C2 (40mm graded) in foundation filling and mass concreting. |
| 4 | Material & Labour RCC (Nominal mix) Type B1 1:2:4 (using 20 mm graded crushed stone aggregate) for foundation including rafts footing, foundation beams, plinth beams, bases for columns etc basement slab,under reamed piles and mass concretecomplete all as specified and directed |
| 5 | Material & Labour RCC (Nominal mix) Type B1 1:2:4 (using 20 mm graded crushed stone aggregate) for Columns, pillars, piers, posts and strutscomplete all as specified and directed. |
| 6 | Material & Labour 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 batterfair finished surfacescomplete all as specified and directed. |
| 7 | Material & Labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions fair finished surfacescomplete all as specified and directed. |
| 8 | Material & Labour mild steel TMT bars 10 mm 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 0.90 mm diacomplete all as specified and directed. |
| 9 | All as per item No 8 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binderscomplete all as specified and directed. |
| 10 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm for any types of soilcomplete all as specified and directed. |
| 11 | Removing excavated material (soils) n exc. 50m or filling under floor and depositing where directed at a level n exc. 1.5 m above the starting pointcomplete all as specified and directed. |
| 12 | Material & Labour for mild steel work in tubular sections of any type (square, rectangular or circular) as in trusses, post, rafter, purlin, framed work of any type for obstacle course including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 including fixing in position etc complete all as specified and as directed by Engr-in-Charge.Note :- Tubular steel section to be desided by Engr-in-Charge and to be fabricated in factory by the special order if not available in market. |
| 13 | Material & Labour for rolled MS plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with welded attachment with MS angle confirming to Fe 290 (Gde - E-165) complete all as specified and as directed. |
| 14 | Material & Labour for preparing new surfaces of steel of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed |
