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| 1 | Schedule 'A' Part-I (B/R itmes) Surface excavation (not exceeding 30cm deep) and averaging 15 cm , getting out in any type of soil all complete all as specified and as directed. |
| 2 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc for laying of cables, pipe etc. or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. |
| 3 | Returning filling in including spreading, levelling, watering and wall ramming in layer n exc not exc 25 cm, any kind of soil , complete all as specified and directed. |
| 4 | Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point , complete all as specified and directed. |
| 5 | Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including racking out joints, hacking for key scrubbing down with water, etc. ,complete all as specified and as directed. |
| 6 | Dismentling of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles , complete, all as specified and as directed. |
| 7 | Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed . |
| 8 | Taking down chowkats or frames with shutter area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish , complete, all as specified and as directed. |
| 9 | Taking down chowkats or frames with shutter area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish, complete, all as specified and as directed. |
| 10 | Dismentling of Reinforced cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed.( Reinforcement cut to facilitate dismentling) |
| 11 | Material and labour PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed . |
| 12 | Material and labour reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 13 | Material and labour reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in pillars, posts,struts, piers, columns and stanchions complete all as specified and as directed . |
| 14 | Material and labour reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. |
| 15 | Material & Labour for Reinforced cement concrete design mix M-25 using 20mm graded stone aggregate, as in Slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the likedack slab , complete all as specified and directed. |
| 16 | Material & Labour reinforced cement concrete design mix M-25 using 20mm graded stone aggregate, graded stone aggregate as in chajjas,Fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels,balustrade, and the like complete all as specified and directed. |
| 17 | Material and labour 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 batter flat rough finished surfaces of concrete complete all as specified and as directed . |
| 18 | Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions, work in rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and as directed . |
| 19 | Material and labour formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc., also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 20 | Material and labour formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 centimetre thick (horizontal or sloping) flat for rough finished surfaces of concrete ,complete all as specified and as directed. |
| 21 | Material and labour formwork to chajjas, fins, louvres, facias including edges for rough finished surfaces of concrete flats ,complete all as specified and as directed. |
| 22 | Material and labour for TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia, complete all as specified and directed . |
| 23 | Material and labour TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed. |
| 24 | Material and labour brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 , complete, all as specified and as directed. |
| 25 | Material and labour for rendering 10 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar (1:3) and finished even and smooth without using extra cement complete, all as specified and as directed. Please Enable Macros to View BoQ information |
| 26 | Material and labour for rendering 10 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar (1:3) and finished even and smooth without using extra cement complete, all as specified and as directed. Please Enable Macros to View BoQ information |
