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| 1 | Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. |
| 2 | Excavationincludingloading,unloading, disposal and dressingofexcavatedearth withininitiallead of 250 m. and lift upto 1.5 m. in dry or moist including dressing of excavated area, dewatering wherever required .complete in all respect. |
| 3 | (b)Hardsoil mixed with kankar/ boulders, Morrum |
| 4 | Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 250 m. and lift upto 1.5 m. in dry or moist including dressing of excavated area , dewatering wherever required complete in all respect. |
| 5 | (a) Soft/disintegrated rock |
| 6 | (c) Phylite & Other hard rock requiring nominal blasting. |
| 7 | Cement concrete (1:3:6) M-10 well mixed and laid in position complete including all leeds of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm |
| 8 | 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 includingall leeds of all construction materials,including curing etc complete in cement sand mortar (1:8) |
| 9 | 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 includingall leeds of all construction materials,including curing etc complete in cement sand mortar (1:6) |
| 10 | (b) For Super Structure |
| 11 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness: 20 mm |
| 12 | Centering and shuttering for slabs, beams, lintels, columns, trough with or without caps and base including propping and remove (a) Up to initial lift |
| 13 | Centering and shuttering for piers, galleriess, barrels curved surface, arches, circular ducts etcup to 5.0 m height from base/floor level (to achive F2 finish) |
| 14 | Cement concrete (1:1½ : 3) M-20 well mixed and laid in position complete including all leeds of all construction materials including curing and finishing having well graded broken stone aggregate of maximum size upto 20mm |
| 15 | (A) For Piers |
| 16 | (B) For RCC trough |
| 17 | Supplying of M.S. reinforcement 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) |
| 18 | Supply & fixing 305 mm wide and 6 mm thick rubber/PVC water seal of approved quality in construction/contraction joint as per drawing complete in all respect. |
| 19 | Providing bitumen joints filter sheet conforming to IS: 1838-1983 (20 mm) |
| 20 | Re-handing of excavated material including loading unloading and dressing within initial lead of 250 m and lift of 1.5 m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect (c) Mixed strata muck |
