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| 1 | Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Excavation over areas exc 1.5 m in depth but n.exc 3.00m; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil complete all as specified and directed. |
| 4 | M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. |
| 5 | M&L for nominal mix RCC 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 directed |
| 6 | M&L for nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed |
| 7 | M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and as directed. |
| 8 | M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and as directed. |
| 9 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 10 | M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and as directed. |
| 11 | M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed. |
| 12 | Return filling in Surplus soil, back filling of retaining wall including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and as directed. |
| 13 | M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded agg) with solid block exc 10cm in width and setting in CM 1:6 complete all as specified and as directed. |
| 14 | M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6 (Total 15 mm thick) on concrete or brick masonry surfaces and finishing the top surface even and fair without using extra cement complete all as specified and as directed. |
| 15 | M & L preparation of newly surfaces of wall for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed. |
| 16 | M & L for providing cement concrete with type B1 (20 mm graded stone aggregate) as in coping complete all as specifed and directed. |
| 17 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified. |
| 18 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming /rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and as directed. (Note : Soil removed from excavation shall be utilised under this item.) Please Enable Macros to View BoQ information |
