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| 1 | Excavating in trenches, not exceeding 1.5 metres wide and not exceeding 1.5 metres in depth; for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5 metres in depth and getting out in soft/disintegrated rock complete all as specified and as directed. |
| 2 | Material and Labour for Plain cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc, complete all as specified and as directed. |
| 3 | Material and Labour for rough formwork in flat surfaces 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. complete all as specified and as directed. |
| 4 | Material and Labour for rough formwork in flat surfaces to faces of walls retaining walls abutments parapets and staircase railing and similar works including attached plaster buttresses etc vertical or to batter, complete all as specified and as directed. |
| 5 | Material and Labour for mild steel bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT Bars complete all as specified and as directed. |
| 6 | Material and Labour for RCC Design mix M-30, using 20mm graded stone aggregate 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. |
| 7 | Material and Labour for RCC (design mix) M-30 (20mm graded aggregates) in walls basement walls any thickness above top of footing including attached plasters and buttress complete all as specified and as directed. |
| 8 | Material and Labour Providing cement concrete Type B0 1:2:4 using 12.50 mm graded aggregate in water troughs, saucer drain, spillway drain and the like including weathering, slightly rounded for chamfered angles and throating, as directed on the slant portion of runway embankment. complete all as specified and as directed. |
| 9 | Material and Labour for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc complete all as specified and as directed. |
| 10 | Material and Labour for Forming traverse (Sloped side of filling) including raising (or lowering) earth using mechanical machines and removing of boulders from the traverse, spreading in layers not exceeding 30cm thick, watering, ramming/rolling using hand roller 0.2 to 0.5 tonnes and finishing to required size, shape, etc,not exceeding 1.5 metres high from base on the slanting portion of shoulders complete all as specified and as directed.Note: The rates apply to filling in roads, berms, embankments, traverses, etc, of any profile, up to 8 m in height above base. |
| 11 | Material and Labour for Forming traverse (Sloped side of filling) including raising (or lowering) earth using mechanical machines and removing of boulders from the traverse, spreading in layers not exceeding, 30cm thick, watering, ramming/rolling using hand roller 0.2 to 0.5 tonne and finishing to required size, shape, etc., exceeding 1.5 metres but not exceeding 3.00 metres high from base on the slanting portion of shoulders complete all as specified and as directed.Note: The rates apply to filling in roads, berms, embankments, traverses, etc. of any profile, up to 8m in height above base complete. |
| 12 | Material and Labour for Forming traverse (Sloped side of filling) including raising (or lowering) earth using mechanical machines and removing of boulders from the traverse, spreading in layers not exceeding, 30cm thick, watering, ramming/rolling using hand roller 0.2 to 0.5 tonne and finishing to required size, shape, etc., exceeding 3.00 metres but not exceeding 4.50 metres high from base on the slanting portion of shoulders complete all as specified and as directed.Note: The rates apply to filling in roads, berms, embankments, traverses, etc. of any profile, up to 8m in height above base complete all as specified and as directed by Engineer in Charge. |
| 13 | Material and Labour for machine cut laterite stone masonry of squared rubble, regular coursed, well bonded, bedded in cement mortar 1:4 on the slant height of Traverse pitching, abutments and similar work etc complete all as specified and as directed. |
| 14 | Material and Labour Pointing to random rubble masonry, uncoursed or brought to course using cement mortar 1:3 complete all as specified and as directed. |
| 15 | Supply and Fix PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of 75mm bore dia complete all as specified and as directed. |
| 16 | Material and Labour rendering 20mm thick on fair faces of brickwork or concrete surfaces in cement mortar 1:3 finished even and smooth without using extra cement complete all as specified and as directed. |
| 17 | Removing excavated material exceeding 250 metres but not exceeding. 500 metres and depositing where directed at a level not exceeding 1.50 metres above the starting point complete all as specified and as directed. |
| 18 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/disintegrated rock complete all as specified and as directed. Please Enable Macros to View BoQ information |
