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| 1 | Clearing shrub jungles including uprooting stumps and small bushes and trees below 1m. girth based on pre-measurement including clearing the debris and depositing the same clear of work site with all leads & lifts including supply of all labour etc. complete in all respect as directed by the Engineer in charge. |
| 2 | Providing supplying drilling and injecting chemical emulsion in dam slopes including cost of all materials, labour , T&P required for work site etc. complete in all respect as directed by the Engineer in charge. |
| 3 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. inter-spread with boulders up to ½ cum. Size with all lifts and de-lifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge with all leads from the place of excavation complete in all respect as directed by the Engineer in charge. (measurement should be taken on finished level section) (over burden cutting) |
| 4 | Excavation in all kinda of soil including moorum, stoney earth, gravel etc. except all kinds of rock and boulders exceeding 0.014 cum in volume for dam base stripping, cut off trenches, outfall drains and stripping in borrow area including dressing and dumping the excavated materials away from work site mannualy within initial lead of 50M and as per specification approved |
| 5 | Fine dressing and turfing to the slopes of the dam or dyke with approved quality of compacted dub grass with all leads & lifts including periodical watering with conveyance, collection of turf and supply of all labour and T&P materials required for the work etc. complete as directed by the Engineer in charge including mobilization and demobilization with all incidental charges to finish the item of work and making arrangement for survival of the grass till its full growth. (Measurement is to be taken after full survival of turf on finished level section). |
| 6 | Cement Concrete (M 15) with 20 mm down grade crusher broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge. |
| 7 | Rainforced Cement concrete in (M 20) with 20 mm down grade hand broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge. |
| 8 | Supplying, straightening, cutting, bending, binding and tying the HYSD bars and placing in position as reinforcement and anchoring including lapping where necessary, cost of HYSD bars & binding wire with all leads, lifts for bending yard to placement point including cost, conveyance, labour, T&P & all taxes required for this item etc. complete as directed by the Engineer-in-charge. |
| 9 | Providing & removing rigid smooth centering & shuttering for R.C.C./ C.C works including false work including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and proper curing including depositing the debris clear of work site with all leads & lifts delfts including supply of all labour and T & P required for the items etc. complete in all respect as directed by Engineer in charge. |
| 10 | Filling of foundation with sand or moorum with all leads and lifts, delfts including watering and ramming in layers complete in all respect etc. completed as directed by the Engineer in charge. |
| 11 | Filling of foundation with the excavated earth with all leads and lifts, delfts including watering and ramming in layers complete in all respect etc. completed as directed by the Engineer in charge. |
| 12 | Supplying and spreading well graded coarse sand of approved specification for filter in rock toe riprap and filter drains in earth dam & dyke to proper thickness, slope and level with all leads & lifts including cost, conveyance, royalty & other taxes of all materials, supply of all labour and T&P materials required for the item etc. complete as directed by the Engineer-in-charge |
| 13 | Supplying and filling 40mm down graded broken hard granite aggregate of approved quality and texture and free from weathered skin and other deterious materials for Rock toe, riprap and filter drains in earth dam & dyke to proper thickness, slope & level with all leads & lifts including transportation of materials to site with cost, conveyance, royalty & other taxes of all materials including supply of all labour, T&P required for the item etc. complete as directed by the Engineer-in-charge |
| 14 | Rough stone dry packing in aprons and revetments to all height with hard broken granite stone of size 30cm and above in all direction weighing 140Lbs/cft and above of approved quality, quarried and free from weathered skin including filling the interstices with small stones including cost, conveyance, royalty and all other taxes of all materials required for the work to proper slope and level etc, with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. (1/6th. Volume will be deducted towards voids) Please Enable Macros to View BoQ information |