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| 1 | Clearing shrub jungle uprooting of stumps and small bushes below 1M girth on premeasu-rement including grass and other wild vegetation and disposal of the unserviceable materials away from the work site including all labour T&P etc. complete as directed by the Engineer-in-charge. |
| 2 | Excavation loading , unloading and carriage by mechanical means,of all kinds of soil including stoney earth, gravel , and moorum etc.inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing excavated materials away from work site as per the specification and as directed by engineer in charge with an initial lead of 1. 0 km from the place of excavation etc complete as directed by the Engineer-in-charge. (Measurement is to be taken on finished level section) |
| 3 | Dismantling and removing cement concrete including stacking the useful materials for reuse and clear of debries from work site with all leads and lifts including labour charges, T&P materials etc. complete as directed by the Engineer-in-charge. |
| 4 | Filling foundation and plinth with sand including watering and ramming etc complete and including cost, conveyance,royalty and taxes of all materials all labour & T&P required for the work etc complete in all respect as directed by the Engineer -in- charge. |
| 5 | C.C- M15 grade with 20mm size and down graded of crusher broken granite chips of approved quality quarried and free from weathered skin including lifting the materials ,lowering, hoisting and laying the concrete for required level with curing ramming finishing etc complete in all respect to proper slope and level with cost conveyance , royalty and other taxes of all materials etc complete including dewatering as and when neccssary as directed by Engineer in charge . |
| 6 | C.C- M20 grade with 20mm size and down graded of crusher broken granite chips of approved quality quarried and free from weathered skin including lifting the materials ,lowering, hoisting and laying the concrete for required level with curing ramming finishing etc complete in all respect to proper slope and level with cost conveyance , royalty and other taxes of all materials etc complete including dewatering as and when neccssary as directed by Engineer in charge . |
| 7 | Straightening, cutting, bending and binding of uncoated HYSD rod for concrete works and tying the grills and placing in position for fabrication and fixing of reinforcement and lapping where necessary and all labour and T&P required for the work including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bar of any reinforcement complete as directed by the Engineer-in-charge. |
| 8 | Providing rigid and smooth centering and shuttering for R.C.C. and concrete work in Foundation and Plinth including cost, conveyance, all taxes materials labour charges including dismantling the same after required period etc. complete in all respect as directed by the Engineer-in-charge. |
| 9 | Rough stone dry packing in approns and revetments to all height with hard broken stone of 15cm to 30 cm weighting 140 lbs/ cft of approved quality,quarried and free from weathered skin to proper slope and level including packing the interstices with small broken stones incliuding cost, conveyance, royalty and other taxes of all materials required for the work to proper slope and level etc with supply of all labour & T&P required for the work complete in all respect as directed by the Engineer -in- charge |
| 10 | Filling foundation and plinth with excavated earth with all leads and lifts including dressing and levelling the earth with proper slope and level, making it fit for watering and ramming with all leads and lifts and delifts including labour, T&P materials required for the item complete as directed by the Engineer-in-Charge. |
| 11 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation means and unloading the soil with all leads & lifts on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50 cm layers to make it ready for watering and compation with light hand road rollers but exceeding watering and compation in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and burrow area etc. complete as per the direction of Engineer in charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition) Please Enable Macros to View BoQ information |
