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| 1 | Excavation in post holes (or similar holes) each not exceeding 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil and removing surplus soil to a distance not exceeding 50 m and making good surfaces complete all as specified and directed. |
| 2 | M&L for cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed |
| 3 | Excavation in trenches not exceeding 1.50 m wide and n exc. 1.5 m in depth for foundation, etc, or for shaft, wells, cesspits, manholes, pier holes, etc. not exc. 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | M&L for precast cement concrete1:3:6 type C1 ( 20 mm graded aggregate ) block masonry with solid blocks, exc 10 cm in width and setting in CM 1:6 complete all as specified and as directed. |
| 5 | M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces including finishing even & smooth without using extra cement complete all as specified and directed. |
| 6 | M & L for preparation of new undecorated surfaces of wall and applying two coats of white wash on walls and cornices complete all as specified and directed. |
| 7 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 gradeSt.-240 complete all as specified and directed.. |
| 8 | S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed . |
| 9 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed . |
| 10 | M&L for preparation of newsteel surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primeron steel surfaces complete all as specified and directed . |
| 11 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. |
| 12 | Material and labour for hard core with broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, wateredand rolled/ rammed to a true surface complete all as specified and directed. |
| 13 | Material and labour for 75 mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in subbase course finishing fair and even without using extra cement complete all as specified and as directed. |
| 14 | Material and labour for 40 mm thick cement concrete B-1, 1:2:4 (20 mm graded stone aggregate) as finished even and smooth without using extra cement complete all as specified and as directed. |
| 15 | Removing excavated material not exc 50 m and depositing where directed at a level not exc 1.50m above the starting point including spreading and levelling complete all as specified and directed. |
| 16 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed. |
