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| 1 | Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified |
| 2 | M&L for Hardcore using broken stone or boulders of gauge n.exc 63mm deposited spread and leveled in layer n.exc 15 cm thick watered and rammed to true surface by Hand Roller complete all as specified and directed. |
| 3 | M&L for 100mm thick cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in Sub base of flooring complete all as specified and directed. |
| 4 | M&L Cement concrete work in pavement/ hard standing/Path of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed. |
| 5 | Forming construction(Dummy) joints 65mm deep x 10mm wide filled with perforated bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' complete all as specified and directed. |
| 6 | Removing excavated material/soil to a dist n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point |
| 7 | Demolition of cement concrete for roofs, floors, walls, beams, staircases, slabs including removal of all demolished material form site complete all as specified and directed |
| 8 | M&L for Plain cement concrete, 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed |
| 9 | M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in Foundations, including raft, for columns, etc; floor slabs, under-reamed piles and ,mass concrete complete all as specified and directed. |
| 10 | M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 11 | M&L for RCC.M30 design mix (using 20mm graded stone aggregate) as in deck slab and the like complete all as specified. |
| 12 | Use and waste of 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 rough finished complete all as specified and directed. |
| 13 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed. |
| 14 | Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work; not exceeding 200mm thick (Horizontal or sloping) fair finished complete all as specified and directed. |
| 15 | All as per item No. 14 above but for edges of slab not exc.20cm thick. |
| 16 | M&L for High strength deformed bars( TMT bars) 10 mm dia and over as in reinforcement for concrete cut to length , bent to shape requred, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 17 | Excavation in trenches n. exc 1.5m wide and not exc 1.5m deep and getting out in any type of soil complete all as specified and as directed. |
| 18 | M&L for PCC type C2 1:3:6 (using 40mm graded granite stone aggregate) in foundation, filling and mass concrete complete all as specified and as directed. |
| 19 | M&L for RCC 1:1.5:3 (using 20 mm graded crushed stone aggregate) as in walls or retaining walls, footing any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed |
| 20 | M&L Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified |
| 21 | M&L for pre cast RCC cover slab type B1 1:2:4 (using 20mm graded aggregate) set in CM 1:6 etc including necessary form work complete all as specified and as directed. Please Enable Macros to View BoQ information |
