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| 1 | Demolition of concrete (reinforced) of any description and in any position not otherwise specifically provided for reinforcement cut as required to facilitate demolition complete all as specified and as directed. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Excavating over areas, exc 1.5 m but n exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 cms in any type of soil complete all as specified and directed. |
| 5 | Removing excavated surplus soil to a distance not exc 50 mtr and depositing where directed ata level n.exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material and Labour for walling of random rubble, uncoursed well bonded, laid in CM 1:4 in retaining wall, abutment and similar workcomplete all as specifed and directed by Engineer in Charge. |
| 7 | M&L for PCC 1:3:6 using 40mm graded crushed stone aggregate in foundation, base filling and mass concrete complete all as specified and directed. |
| 8 | Material and Labour for Reinforced cement concrete (Design mix) RCC M35 using 20 mm gragded aggregatein 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 by Engineer in Charge. |
| 9 | Material and Labour for Reinforced cement concrete (Design mix) RCC M35 using 20 mm gragded aggregatein 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 as directed by Engineer in Charge. |
| 10 | Use and waste of flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, plith protection and similar work, vertical or to batter, flat fair finish surface complete all as specified and as directed by Engineer in Charge. |
| 11 | Use and waste of flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better, flatfair finish surface complete all as specified and as directed by Engineer in Charge. |
| 12 | M&L for MS bars 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends, and binding spirally for hooping column, hooking ends and bindingwith and includingmild steel wire (annealed) not less than0.9 mm dia or securing with clips complete all as specified andas directed. |
| 13 | Material and Labour for boulder pitching, laid dry grouted with cement and sand mortar 1:6 dry, hand packed tightly, complete all as specified and directed by Engineer-in-Charge. (Material for hand packing shall be of gauge exc 63mm and not exc 300mm and shall be carefully selected for shape, filled and packed by hand to the required profile and in such a manner to produce a mass with as few voids as possible. Interstices shall be fill solidity with hand spalls where directed. The remainder of the back fill shall be rammed in 150mm layer all as specified in SSR Part I.) |
| 14 | Material and Labour for rendering 10mm thick cement plaster on fair faces of stone masonry surfaces in cement mortar (1:4) including finishing the surface even and smooth with out using extra cement complete all as specifed and directed. |
| 15 | Material and Labour for preparation of new plastered surfaces and applying two coats of cement base paint over a coat ofprimer complete all as specified and directed |
| 16 | Material and Labour for cement concrete cast in situ 1:2:4 type B1 using 20mm graded stone aggregate as in bands, copings and the like including weathering, throating etc and use of formwork as necessary (straight or curved) complete all as specified by Engineerr-in-Charge. |
