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| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 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) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 6 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 7 | Providing and Laying M.S tiles 6 mm thick sheet half round 6''dia i/c M.S sheet collar of 63/4 dia i/c priming coat approximate weight 42 kg /1.80 metre length including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 8 | Providing and Laying M.S tiles 8 mm thick sheet half round 9''dia i/c M.S sheet collar of 63/ 4dia i/c priming coat approximate weight 46 kg /1.80 metre length including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 9 | Providing and Laying M.S tiles 6 mm thick sheet half round 12''dia i/c M.S sheet collar of 63/4 dia i/c priming coat approximate weight 42 kg /1.80 metre length including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. |
| 10 | P/L Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% Grey & 50% red including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
