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| 1 | Excavationincluding loading, unloading, disposal and dressing of excavated earth within initial lead of50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required. |
| 2 | 1.2) Hard Soil Mixed with kankar, Boulder Morrum |
| 3 | Excavationincluding loading, unloading, disposal and dressing of excavated earth within initial lead of50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required. |
| 4 | 2.10 Soft / disintegrated rock |
| 5 | 2.20 Hard rock not required blasting |
| 6 | Cement Concerte mix (1:3:6) M-10 well mixed and laid in postion complete indudily all leads & all construction material including curing & finishing having were aggergate size up to 20 mm |
| 7 | Centering and shuttering for slab beams lintels colums trough with or without cape and base inculdingpropping and remove joints etc. |
| 8 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.(ii) Tor or ribbed bars (IS :1786-1985) |
| 9 | Cement concrete (1:2:4) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded brocken stone aggregate of maximum size up to 20mm |
| 10 | Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including dewatering, laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 50 m. and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. |
| 11 | Labour charges for puddle work to obtain minimum dry density as 90 % of M.D.D. |
| 12 | Random rubble stone masonry (using R.R.stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 Kg.) for foundation including all leads of all construction materials including curing etc. (c)IN cement sand mortar 1:5 |
| 13 | a) Masonry work in super structure for dam and Other works |
| 14 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to20 mm, including shuttering etc. with all leadsof material complete in all respect in thickness of : |
| 15 | (b) 50 mm |
| 16 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials, of thickness : |
| 17 | (b) 20 mm |
