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| 1 | (6.2) Earth work excavation in ordinary soil, exclusive of compensation of earth:- ((a)) 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 excavation in ordinary soil, exclusive of compensation of earth:- ((b)) Earth work undressed with a combined lead upto 15 metres including breaking of clods. |
| 3 | Dressing of earth work ((i)) New work or remodeling work. |
| 4 | (6.8) Earth filling:- (b (i)) 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 metres |
| 5 | Dag belling single kassi stroke minimum 7.5 cm depth |
| 6 | (11.3 (i)) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 7 | (15.6) 10mm thick Cement Plaster 1:4 |
| 8 | (15.38) 10mm thick cement plaster 1:4 on floors. |
| 9 | (19.1) Dressing bed and preparation of sub grade for lining. |
| 10 | (19.12) Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 11 | (19.16) Filling construction / contractions joints with special impervious hot pour 12.5mm wide. |
| 12 | (10.29) Supplying & laying dry brick bats |
| 13 | (10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type |
| 14 | SEWERAGE AND DRAINAGE :- (46) 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 ring ISI 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 pipes and 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 same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (B) R.C.C. Pipe NP -2 (f) 600mm i/d pipe |
| 15 | (M-73) LDPE film of 100 Micron over sleepers for construction and expansion joints |
| 16 | (13.54) Extra bitumen painting at 0.69 Kg. per sqm |
| 17 | (9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 18 | Fixing of RCC frame in Nakka |
| 19 | Supplying of RCC Shutter with one Extra Frame for Nakka and Branch offtakes |
| 20 | Any Other Please Enable Macros to View BoQ information |
