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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 and directed |
| 2 | Excavating over areas exceeding 1.5m and n.exc 3.0 m deep getting out in any type of soil complete all as specified and directed |
| 3 | Demolition of cementconcrete for roofs, floors, walls, beams, staircases including removal of all demolished material form site complete all as specified and directed |
| 4 | M&L PCC (1:4:8) as in type D2 (40mm graded ggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed |
| 5 | Use and waste of steel formwork of Square, rectangular or polygonal 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 for rough finished surface complete all as specified and as directed. |
| 6 | Use and waste of steel 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. |
| 7 | Use and waste of steel 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 fair finished surface complete all as specified and directed. |
| 8 | M&L for Reinforced Cement Concrete Grade M-30 (design Mix) (using 20mm graded stone aggregate) as in foundations including rafts, footings and mass concrete complete all as specified and as directed. |
| 9 | M & L for Reinforced cement concrete Grade M-30(design Mix ) using 20mm graded stone aggregate) as inWalls, 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 |
| 10 | S&Fmildsteel TMT bars10 mmdia andover,cut to length, benttoshaperequred, includingcranking , bendingspirallyforcolumnshookingfor columnshookingends and bindingwith and includingmildsteelwire ( annealed )not less than 0.9mmdia or securing with clips complete all as specified and directed |
| 11 | M&L boulder filling dry, of broken stones or boulders of gauge 80 to 150mm hand packed tightly behind weep holes complete all as specified and as directed. |
| 12 | M & L 110 mm dia bore PVC (SWR) pipes, single socketed, in any length , with rubber rings joints in weep holes of retaining wall complete all as specified and as directed. |
| 13 | Returingfillingin includingspreadinglevelingwatering and wellramming layers not exc 25cm complete all as specified and directed |
| 14 | Removingexcavatedmaterialexc. 500 mtrs and n.exc. 1000 m deposition where directed at level n. exc. 1.5 above the starting point complete all as specified and as directed. |
| 15 | M&L for Hard core broken stone of guage n.exceeding 63mm deposited spread and levelled in layers not exceeding 15cm thick, watered and rolled / rammed to a true surface complete all as specified and as directed. |
| 16 | M&L 75 mm thick Cement concrete (1:3:6) Type C-2 (40 mm Aggregate) in foundation and mass concrete complete all as specified and as directed. |
| 17 | M&L PCC (1:2:4) Type B1 (using 20mm graded aggregate) 75 mm thick in floors finishing surface even and smooth without using extra cement complete all as specified and as directed. |
