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| 1 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 2 | (a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 5 | (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 6 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 8 | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 10 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 11 | (a) Hot finished welded type tubes. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 13 | (a)Two or more coats on new work. |
| 14 | Providing and fixing copper spike type lightening arrester made of 10 mm OD copper pipe with 10 mm ISRO bar copper fitted to 120 degree rod size 5 mm with necessary fixtures at the top of tower. The spike shall be insulated from tower by teflon materials. The pipe shall be connected to copper plate earthing by 50x3 mm GI flat with proper fixing arrangement as directed by the Engineer-in-charge.(The GI Flat shall be paid separately) |
| 15 | Providing and fixing 50x3 mm GI Strip from the top of the tower,one end of the strip connected to copper spike lightening arrestor,and another end left free after making necessary holes at ground levels for connection to late earthing at a later stage complete as per direction of Engineer-in-charge. |
| 16 | Lifting charges for steel sections like GI pipes,tools and plants etc to the roof(G+3) Bldg,for fabrication thereoff,with the help of manual pulley and ropes(to be arranged by the executing agency),taking appropriate necessary safety measures to avoid damages to building and human lives,as per direction of the Engineer-in-charge Please Enable Macros to View BoQ information |
