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| 1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge, Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 4 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead |
| 5 | Carriage /carting of Soiling Stone / Masonry Blocks by mechanical transport including loading, unloading and stacking upto lead of 1kms |
| 6 | Carriage /carting of Steel by mechanical transport including loading, unloading and stacking upto lead of 1kms |
| 7 | Carriage /carting of GI Fencing by mechanical transport including loading, unloading and stacking upto lead of 1kms |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 10 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) etc complete as directed by EIC |
| 11 | Coursed rubble masonry with hard stone (First sort) above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) etc complete as directed by EIC |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 13 | Providing and fixing of Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, and anchor fasteners, dash fasteners for MS plates including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | 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 4 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 (2.5mm 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) Please Enable Macros to View BoQ information |
