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| 1 | Excavation over area in Hard rock n.exc 1.5m deep and getting out, complete all as specified and directed. |
| 2 | Excavation over area in Hard/Dense soil n.exc 1.5m deep and getting out, complete all as specified and directed. |
| 3 | Removing excavated materials not exc 50 Metre and deposition where directed at a level not exc 1.5 M above the starting point (soil). |
| 4 | Returning, filling in hard/dense soil including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 5 | M&L for PCC 1:4:8 type D-2 (using 40mm stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 6 | M&L for Cement Concrete 1:2:4 type B1 (using 20mm stone aggregate) as in surface channels and drains complete all as specified and directed. |
| 7 | M&L RCC M-25 Design mix 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 directed. |
| 8 | M&L RCC M-25 Design mix 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. |
| 9 | M&L RCC M-25 Design mix as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 10 | Extra for forming fair finished drain or channel exc. 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and directed. |
| 11 | Use and waste of flat form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. |
| 12 | Use and waste of flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter fair finish surface of concrete complete all as specified and directed. |
| 13 | Use and waste of flat formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 14 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 15 | M & L PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) in surface channels and drains for saucer drain complete all as specified and dricted. |
