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| 1 | Surface dressing n exc 15 cm deep getting out in Soft / loose soil complete all as specified and as directed. |
| 2 | Excavating in soft/loose soil trenches, n exc 1.5 m wide and n exc 1.5 m 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 as specified and directed |
| 3 | M&L for fly ash modular Brick work, straight or curved on plan exc 6m mean radius built in Cement Mortar 1:6 as specified and directed |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. as specified and directed |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point as specified and directed |
| 6 | M&L for treating the bottom and sides of excavation at the rate of 5 litre of emulsion per squre meter of surface area. |
| 7 | M&L for treating the top surface filled earth at the rate of 5 litre of emulsion per squre meter of surface area. |
| 8 | M&L for treating the soil under plinth protection at the rate of 5 litre of emulsion per squre meter of surface area. |
| 9 | M&L for treating the soil along with external perimeter of building at the rate of 2.5 litre of emulsion per meter meter of perimeter wall. |
| 10 | M & L for rendering 15 mm thick in CM 1:4 on other than fair faces of brick work or concrete surfaces finished fair and even without using extra cement. |
| 11 | M&L for preparing surfaces plastered or unplasted surface of wall by applying two coat of cement base paint over a coat of primer all as specified and directed |
| 12 | M & L for rendering 12 mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement. |
| 13 | M & L for preparation of newly plastered surface of walls and applying two coats of white wash over a coat of chalk whiting primer complete all as specified and as directed by Engr-in-Charge. |
| 14 | 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 |
| 15 | M&L RCC M-25 grade using 20 mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed |
| 16 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. |
| 17 | M&L RCC M-25 grade using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts |
| 18 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 19 | M&L for RCC M-25 grade (20mm 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 |
| 20 | M&L for Mild steel TMT bars 10 mm dia and over cut to length , bent to shape required, including cranking bending and binding with annealed wire not less than 0.9 mm dia complete. |
| 21 | M&L for Mild steel TMT bars 6mm to 8mm dia and over cut to length , bent to shape required, including cranking bending and binding with annealed wire not less than 0.9 mm dia complete. |
| 22 | M&L for 75 mm thick cement concrete (1:3:6) type C-2, using 40mm graded crushed stone aggregate finished even and fair over 75 mm hardcore, laid to slope of 1 in 12 and be laid in alternate bay not exceeding 3 m length with joint to be filled with bitumenous mastic (cost of bitumenous mastic) included filling comprising a mixture of 1 part of heated hot blown bitumen 85/25 penetration and two parts of heated sand as in plinth protection, surfaces complete all as specified and as directed. |
| 23 | S & F 110 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints jointing with adhesive fixed in repair to wall/laid in trenches including steel bend to keep pipes in position, complete all as specified and directed. |
| 24 | S&F for 110 mm bore PVC (SWR) bends in any radius complete all as specified and directed. |
| 25 | M&L cement concrete 1:4:8 type D2, using 40m graded aggregate in foundations, filling mass concrete, all as directed |
| 26 | M&L cement concrete 1:3:6 type C2, using 40m graded aggregate in foundations, filling mass concrete, all as directed |
| 27 | M&L for 40 mm thick cement concrete type B-1, 1:2:4 (20 mm graded) aggregate in floor finishes with metalic floor hardner @ 5% of weight of cement or as per manufecturer's directions complete all as specified and as directed. |
| 28 | Supply only metalic floor hardner. |
| 29 | M&L for 38 mm thick glass diving strips, 3 mm thick inserted in position , conform to design complete all as specified and specified and as directed. |
| 30 | M&L for hardcore of broken stones of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 31 | M&L pre-painted galvalume aluminium zinc, coating GI based corrugated steel 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specifed and as directed. |
| 32 | M&L pre-painted galvalume aluminium zinc, coating GI based plain steel 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specifed and as directed. |
| 33 | S&F 1.25 mm thick steel rolling shutter, without ball bearing, as specified including top cover, anchoring rod, Hsap and staple and one shop of primer; erected in position gear operated type with gear box and crank & handle complete all as specified and as directed. |
| 34 | S&F safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and as directed. |
| 35 | S&F for ball bearing in rolling shutter as mentioned in item No 34 above complete all as specified and as directed |
| 36 | S&F for steel tublar trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade st.-240 complete all as specified and as directed.Note :- Cost includeep for cutting, drilling, welding for steel section will not be paid seperately. |
| 37 | M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new surface of steel complete all as specified and as directed Please Enable Macros to View BoQ information |
| 38 | M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new surface of steel complete all as specified and as directed Please Enable Macros to View BoQ information |
