|
| 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 | All as per item No 2 here-in-before but except brick, using serviceable bricks obtain from item No 1 complete all as specified and as directed. |
| 4 | M&L for brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and as directed. |
| 5 | Taking down cement plaster on walls, chajja surfaces, etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. |
| 6 | 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 |
| 7 | 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. |
| 8 | Supply only integral water proofing compound complete all as specified and as directed. |
| 9 | 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. |
| 10 | M&L for PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed. |
| 11 | M & L for 75 mm thick PCC 1:2:4, type B2 (using 40 mm graded crushed stone aggregates) as in path / paving / hard standing / floor and finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 12 | M&L for providing 75mm thick PCC (1:3:6) type C1 (using 20mm graded crushed stone aggregate), as in plinth protection, surface finished even & smooth without using extra cement including provision of 10 mm joints (at an interval of 3 metre and turnings) duly filled with fine sand and bitumen in the ratio of (3:1), complete all as specified and directed. |
| 13 | 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. |
| 14 | 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 |
| 15 | M&L for RCC type 1:2:4 , type B-1 (using 20mm graded stone aggregate) as in Slabs supported on walls,sunshade, chajja, floors, roofs, landings, balconies etc. complete all as specified and as directed. |
| 16 | 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. |
| 17 | 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. |
| 18 | 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. |
| 19 | 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. Please Enable Macros to View BoQ information |
| 20 | 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. Please Enable Macros to View BoQ information |
