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| 1 | Excavation in trenches not exceeding 1.50 mtr wide and not exceeding 1.50 mtr depth for foundation etc or for shafts wells, cess pits manhole pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed. |
| 2 | Hardcore of broken stone or boulder of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. |
| 3 | PCC 1:4:8 type D-2 (Using 40 mm grade crushed stone aggregate) in foundation, filling and mass concrete, complete all as specified and directed. |
| 4 | Reinforced cement concrete (Design Mix) M-25 using (20 mm graded crushed 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.Note : Reinforcement and form work shall be paid and measured separately. |
| 5 | 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 for rough finished surfaces, complete all as specified and directed. |
| 6 | Reinforced cement concrete (Design Mix) M-25 using (20 mm graded crushed srone aggregate) in columns, pillars, piers, posts and struts, complete all as specified and directed.Note : Reinforcement and formwork shall be paid and measured separately. |
| 7 | Use and waste to formwork for sides of columns posts, struts, piers square or rectangular or polygonal rough finished surface of concrete, complete all as specified and directed. |
| 8 | Reinforced cement concrete (Design Mix) M-25 using (20 mm graded crushed stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed.Note : Reinforcement and formwork shall be paid and measured separately. |
| 9 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc, for rough finished surfaces complete all as specified and directed. |
| 10 | TMT bar 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed |
| 11 | TMT bar but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 orsecuring with clip, complete all as specified and directed. |
| 12 | Brick work with sub class ‘B’ bricks using old size bricks straight on plan exc 6m mean radius built in cement mortar 1:6, complete all as specified and directed. |
| 13 | Rendering 15 mm thick on external fair faces brick /concrete surfaces of wall in cement mortar 1:4 finished even and smooth (without using extra cement), complete all as specified and directed. |
| 14 | Rendering 15 mm thick on external faces brick /concrete surfaces other than fair faces of wall in cement mortar 1:4 finished even and smooth (without using extra cement), complete all as specified and directed. |
| 15 | Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer, complete all as specified and directed. |
| 16 | Mild steel angle iron as in posts, struts and fencing including cutting top to shape as directed welding, drilled notching for wire etc including all necessary drilling etc, and similar work including embedding in concrete conforming to Fe-410-0 or Fe-310-0, complete all as specified and directed. (Unit rate also include for locking holes after fixing of barbed wire and welding to bent portion as directed.) |
| 17 | Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specified and directed. |
| 18 | PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in coping, roof kerbs or mud stops, benching, cills, coping etc and like including weathering and slightly rounded or chamfered angles and throating including fair finishing to top surface and including necessary formwork required, complete all as specified and directed. |
| 19 | Galvanized, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia, barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel pins etc, complete all as specified and directed. |
| 20 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm any type of soil complete all as specified and as directed. |
| 21 | Removing excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as speicified and directed. |
| 22 | Supply and fixing concertina coil galvanized 60 cm (8 mtr length) having blade thickness 0.47mm and core wire diameter 2.5mm with minimum zinc coating on wire 275 GSM having weight 14.63 Kg Each coil including securing, typing at crossing with and provision of galvazined mild steel wire staples or steel pins etc, complete all as specified and directed. Please Enable Macros to View BoQ information |
