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| 1 | Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth; for foundation, etc. or for shafts, well, cesspits, manholes, peir holes, etc. n.exc 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Demolition of brick work or stone/ boulder masonary , bult in cement mortor incl all quoins, arches, pillars etcincluding depositing unservicable brick and stacking for reuse including cleaning of bricks and deposting off all debries & rubbish off permises to a distance not exceeding 100 mtr complete all as specified and directed. |
| 3 | Demolition of cement concrete (unreinforced) as in floors and paving n exc 15cm thickness (below or above ground level) including disposal off rubbish to a distance not exc 100 mtr complete all as specified and directed. |
| 4 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in surface channel, subbase/subfloor and drains/cable trench etc complete all as specified and directed. |
| 5 | M&L for Pre-cast cement concrete block 1:3:6 type C1 (using 20mm graded aggregate) masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed. |
| 6 | M & L for rendering 15 mm thick in CM 1 : 4 on any faces of stone masonry or concrete block surfaces,finished even and smooth without using extra cement complete all as specified and directed by Engineer-In- Charge |
| 7 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregates as in coping benching and surface channel finished fair and even without using extra cement incl necessary form work complete all as specified and as directed. |
| 8 | Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc., complete all as specified and directed. |
| 9 | M&L for providing pre cast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slab and man hole covers or drain covers etc including demolition of existing old RCC covers slabs any size complete all as specified and directed |
| 10 | M & L for 10 mm dia and over TMT bars cut to length bent to shape as 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 all as specified and directed. |
| 11 | S&F RCC pipe, Class NP-3, 300mm dia pipe, laid and jointed complete with collars including 150mm thick PCC beding udner and haunching against the sides of pipes in PCC 1:3:6 type C-2 using 40mm graded stone aggregate, after they are laid and testing complete all as specified and directed. |
| 12 | Returning filling in, including spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed |
| 13 | Removing excavated material not exceeding 50M and depositing where directed at a lavel not exceeding 1.5m above the starting point, soil complete all as specified and directed Please Enable Macros to View BoQ information |
