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| 1 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. |
| 2 | Earth work undressed with a combined lead upto 15 metres including breaking of clods. |
| 3 | Earth work (exclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating under floors with earth brought from a distance not exceeding 30 metre |
| 4 | Dressing of earth work New work or remodeling work. Unit |
| 5 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 6 | Dag belling single kassi stroke minimu 7.5 cm depth |
| 7 | First class burnt brick laid in cement sand mortar 1:6 in foundation andplint |
| 8 | 10mm thick Cement Plaster 1:4 |
| 9 | 10mm thick cement plaster 1 : 4 on floors. |
| 10 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means |
| 11 | Dressing bed and preparation of sub grade for lining |
| 12 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg persqm on prepared bed and side slopes before laying concreteon bed and side slopes |
| 13 | Filling contraction joints with special impervious hot pour 12.5mm wide |
| 14 | Supplying of RCC Shutter with one extra frame for nakka and Branch offtakes |
| 15 | Fixing of shutter and frames for Nakka and Branch offtakes |
| 16 | Providing, lowering in trenches to correct gradient and alignment,jointing withtyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surrounding benchings,haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to theentire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2 300mm i/d pipe |
| 17 | Shuttering for faces of concrete foundations and foundation beam & plinthbeam (vertical or battering |
| 18 | Extra bitumen painting at 0.69 Kg. per sqm |
| 19 | LDPE Film of 100 micron over sleepers for construction joint and expansion joints including supply and carriage and loading unloading of all material in all respect as per pwd specification and engineer incharge Please Enable Macros to View BoQ information |
