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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 | Dressing of earth work New work or remodeling work. Unit |
| 4 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cmlayers including ramming, watering and consolidated lead upto 1000 metres |
| 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 andsubsequent 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 minimum 7.5 cm depth. |
| 7 | Dressing bed and preparation of sub grade for lining. |
| 8 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg persqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 9 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wid |
| 10 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 11 | 10mm thick Cement Plaster 1:4 |
| 12 | 10mm thick cement plaster 1 : 4 on floors. |
| 13 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 14 | Extra bitumen painting at 0.69 Kg. per sqm |
| 15 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ringISI marekd as per IS code IS 458-2003 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 pipesand specials in correct position in a suitable rigid manner 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 sameleakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage et (B) R.C.C. Pipe NP -2 (g) 450mm i/d pipe |
| 16 | LDPE film of 100 micron over sleepers for construction & expansionjoints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 17 | Cement Concrete 1:3:6 with stone ballast or shingle work mixing bymechanical means using concrete mixer volumetric type Please Enable Macros to View BoQ information |
