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| 1 | Surface dressing not exceeding 15 cm deep in soft/loose soil complete all as specified and directed. |
| 2 | Excavation in trenches not exceeding 1.50 m wide and n exc. 1.5 m in depth; for foundation, etc, or for shaft, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil all as specified and directed. |
| 4 | Removing surplus excavated materials (soils) upto a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed. |
| 5 | Supply & laying Double wall corrugated (DWC) HDPE pipe of 150mm bore (SN-8), thickness greater than 1.30 mm, single socketed in any length with rubber ring joints, laid in trenches or fixed in floor complete all as specified and directed. |
| 6 | M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested in cement concrete 1:3:6 type C2 for 150 mm bore of pipe complete all as specified and directed. |
| 7 | M&L for precast RCC type B-1, 1:2:4 (using 20 mm graded stone aggregate ) as in cover slabs (for man holes, etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cement mortar 1:4 including necessary form work if required complete all as specified and directed. |
| 8 | S&F TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and as directed. |
| 9 | M&L for precast cement concrete block masonry 1:3:6 type C1 (20 mm graded stone aggregate) with solid blocks, exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed. |
| 10 | M&L for 15mm thick rendering in cement mortar (1:4) mixed with water proofing compound @ 200ml per 50kg weight of cement or as per manufacturer's instruction finishing the surfaces even and smooth without using extra cement complete all as specified and directed. Note: Integral waterproofing compound shall be measured and paid separately. |
| 11 | Supply only Liquid water proofing compound |
| 12 | M&L for PCC (1:4:8), type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 13 | M&L for cement concrete 1:2:4 type B-1, type B-1 using 20 mm graded stone aggregate in as surface channels and drains complete all as specified and directed. |
| 14 | Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 15 | Excavating over areas, exceeding 1.5 m deep and not exceeding 3.00m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 16 | M & L for treating the backfill in contact with foundation at the rate of 7.50 Litres of emulsion per square meter of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed. |
| 17 | M & L Treating the top surface of filled earth at the rate of 5 Litres of emulsion per squaremetre of surface area complete all as specified and as directed. |
| 18 | M & L for treating the soil under plinth protection at the rate of 5 Litres of emulsion per Square meter of surface area complete all as specified and as directed. |
| 19 | M & L for treating the soil along with external perimeter of building at the rate of 2.25 Litres of emulsion per meter of perimeter wall complete all as specified and as directed. |
| 20 | M & L for M 25 (Design Mix) (using 20 mm graded crushed stone aggregate) as in foundation, including raft footings, foundation beams, plinth beams,bases for column etc.,basement slabs, under reamed piles and mass concrete etc complete all as specified and as directed. |
| 21 | M & L for M 25 (Design Mix) (using 20 mm graded crushed stone aggregate) as in beams, cantilevers,bressum-mers, lintel over 1.50m span complete all as specified and as directed. |
| 22 | M & L for M 25 (Design Mix) (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, post and struts complete all as specified and as directed. |
| 23 | M&L for RCC for M 25 (Design Mix) using 20 mm graded crushed stone aggregate as in chajjas and similar work complete all as specified and as directed. |
| 24 | S&F TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and as directed. |
| 25 | S&F TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacer and binders 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 0.9mm dia or securing with clips complete all as specified and as directed. |
| 26 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns stanchions for rough finished surface complete all as specified and as directed. |
| 27 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves etc for rough finished surface complete all as specified and as directed. |
| 28 | Use and waste of Formwork 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(Flat) complete all as specified and as directed. |
| 29 | Use and waste of Formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finished surface complete all as specified and as directed. |
| 30 | Damp proof course 20mm thick in cement mortar 1:2 to horizontal or vertical surfaces includingnecessary formwork complete all as specified and directed . |
| 31 | Material and labour for Pre-cast cement concrete block masonry Type B1 (1:2:4) (using 20mm graded aggregate) with solid blocks, n.exc. 10 cm in width and setting in cement mortar (1:4) complete all as specified and directed. |
| 32 | Material and labour for 10 mm thick rendering in cement mortar (1:6) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement all as specified. |
| 33 | Material and labour for two coat of white wash on newly plastered wall surface all as specified and directed. Please Enable Macros to View BoQ information |
| 34 | Material and labour for two coat of white wash on newly plastered wall surface all as specified and directed. Please Enable Macros to View BoQ information |
