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| 1 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all specified and as directed by Engineer-in-charge. |
| 2 | Dismantling timber scantlings 40 sq. cm and over in section, in any position complete all specified and as directed by Engineer-in-charge. |
| 3 | Excavation in post holes in soft/loose soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces all as specified and directed by Engineer-in-Charge. |
| 4 | M &L PCC (1 :3:6) type B-2 using 40mmgraded stone aggregate as in post holes complete all specified and as directed by Engineer-in-charge. |
| 5 | Supply and fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge. |
| 6 | Supply and fixing Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick, any colour having tensile strength of 550 Mpa as in ridge (including cutting and bent to shape), roof covering, fixed with self tapping screwscomplete all as specified and as directed by Engineer-in-charge. |
| 7 | Material and labour framed brackets of angles or Tees with web and flanges cut to shape drilled and counter sunk for screw including bending and welding angles as necessary gusset plate riveting etc n exc 10 kg each braketes conferming to Fe 250 Gd-E-165 (Bracket over 10 Kg Each to be measured under Structural steel) All as specified &directed by Eng-in-Charge |
| 8 | Material and labour for mild steel work tubular poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 complete all as specified & directed by Engineer-in- charge. |
| 9 | Material and labour for preparation ofnew steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge. |
| 10 | Demolition of ( PCC) cement concrete of any description in ground floor in any position not exceeding 15 cm thickness complete all as specified and as directed |
| 11 | Surface dressing not exceeding 15cm deep in soft/ loose soilincluding cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and excavation after sepration of grass, roots, bushes etc and dressing and removing from site all grass, roots and extra soil if any complete all asspecified and as directed by Engineer-in-Charge. |
| 12 | Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge. |
| 13 | Material and labour for 75 mm thick Cement concrete type B- 2,1:2:4 (40mm graded aggregate) in floor with grey cement and no pigment complete all as specified and as directed by Engineer-in-charge. |
| 14 | Material and labour for 100 mm thick Cement concrete type B- 2,1:4:8(40mm graded aggregate) in floor with grey cement and no pigment complete all as specified and as directed by Engineer-in-charge. |
| 15 | Material and labour for sand filling under interlocking tiles including watering and consolidation complete all as specified and as directed by Engineer-in-charge. |
| 16 | Material and labour for machine pressed precast conctete factory madeinterlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35Grade with grey cement and no pigment complete all as specified and as directed by Engineer-in-charge. |
| 17 | Material and labour for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge. |
| 18 | Material and labour for 25 mm thick Cement concrete type B- 2,1:2:4 (20mm graded aggregate) in floor with grey cement and no pigment complete all as specified and as directed by Engineer-in-charge. |
| 19 | Material and labour for Granite (of any type) work (table rubbed and polished) 20 mm thickness in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including rendering 10 mm thick in cm 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 20 | Material and labour for rounding to edges ofslabs one edge, such as in steps, cooking platform, and other similar situations etc complete all as specified and as directed by Engineer-in-charge. |
