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| 1 | Demolition of brick work or stone / boulder masonry, built in cement or lime mortar including all quoints, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed. |
| 2 | M&L for brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified and as directed. |
| 3 | M&L for brickwork, with subclass ‘B’ bricks in one brick thick honey combwork, built in cement mortar 1:3 complete all as specified and as directed. |
| 4 | Taking down cement plaster of any description including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed. |
| 5 | M & L for 15 mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed |
| 6 | M&L for 15mm thick rendering in cement mortar (1:4), in two layers, under coat of 10 mm thick & top of 5 mm thick, to other than fair faces of brick or concrete wall surfaces, top layer 5 mm thick mixed with water proofing compound @ 3% by weight of cement or as per manufacture's instructions), finished even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing compound will be measured and paid separately under relevant item of this schedule. |
| 7 | Supply only integral water proofing compound complete all as specified and as directed. |
| 8 | Demolition of plain cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 9 | M & L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in coping, cills, hold fasts, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed. |
| 10 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 11 | M & L for pre cast RCC cover slab, type B-1, 1:2:4 (Using 20 mm graded crushed stone aggregate ) as in manhole cover slab etc., and set in cement mortar 1:4 including necessary form work complete all as specified and as directed |
| 12 | M&L for RCC type 1:2:4 , type B-1 (using 20mm graded crushed stone aggregate) as in Slabs supported on walls,sunshade, chajja, floors, roofs, landings, balconies etc. complete all as specified and as directed. |
| 13 | Use and waste of formwork to soffits and sides of suspended slabs such as roof slabs, floor slabs, landings sun shade, chajja, floors, roofs, landings, balconies etc., n exc 200 mm thick (horizontal or sloping) for fair finished surface of concrete complete all as specified and as directed. |
| 14 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n. exc 20cm wide chajja not exceeding 10 cm wide in rough finished surfaces of concrete complete all as specified and as directed. |
| 15 | M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. |
| 16 | M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement bar complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 17 | M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement bar complete all as specified and as directed. Please Enable Macros to View BoQ information |
