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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 0.30 m & AvobeDSR-2.6.1 |
| 2 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 brick aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.DSR 4.1.8 |
| 3 | Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering, shuttering,finishing & reinforcement. All work up to plinth level.1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)DSR 5.1.2 |
| 4 | 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 :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)DSR 5.2 |
| 5 | Centering,shuttering inluding strutting,proping etc. &removal of form for.Lintels, beams, plinth beams, girders, bressumers and cantilevers .DSR5.9.5 |
| 6 | Centering,shuttering inluding strutting,proping etc. &removal of form for.Columns, Pillars, Piers, Abutments, Posts and Struts.DSR5.9.6 |
| 7 | Brick work with common burnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand)DSR6.1.2 |
| 8 | Brick work with common burnt clay (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand)DSR 6.4.2 |
| 9 | Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more.DSR 5.22.7 |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR-13.4.1 |
| 11 | Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of whiting DSR 13.39.2 |
| 12 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In- charge.DSR 10.31 |
| 13 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)DSR 16.53 Please Enable Macros to View BoQ information |
