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| 1 | Dismantlling of R.C.C ramp including stacking of materials as directed be the engineer-in-charge within a distance of 60 meter (200 feet) all comp. the work etc. |
| 2 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter tiles including all comp.the work. |
| 3 | Deduct the cost of old bricks |
| 4 | Ded the cost of old bricks/batts |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 6 | Excavation in foundation in odinary soil (loam clay or sand) including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer incharge upto a distance of 30Mfrom the foundation trenches |
| 7 | Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. Upto 8 Km. |
| 8 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc, required for proper completion of the work. |
| 9 | Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 10 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing. rolling with 3 wheeled steel vibratory roller in stages to proper grade and carnber, applying and hrooming requisite type of screening binding Materials to fill up the interstices of course aggregate, watering and compacting to the required density |
| 11 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in ce pavement (theckness as per design cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture/Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel laying and fixing o\f 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator sand finished in. continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etel & concrete etc. |
| 12 | 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 (142.30x-19%=115.26) Please Enable Macros to View BoQ information |
