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| 1 | 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) |
| 2 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries within the 50 m lead as directed by the Engineer-in-charge. |
| 3 | Excavation of foundation in all kind of soil with all leads and lifts including dressing and levelling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts and delifts including labour, T&P materials required for the item complete as directed by the Engineer-in-charge. |
| 4 | Filling foundation & plinth with supplying and spreading sand including quarrying, collecting, conveying, supplying with watering including cost, conveyance, royalties & other taxes of all materials and labour etc. complete as per direction of 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 | Reinforced 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 | 20 mm thick cement plaster (1:6) finished smooth to outside smooth surface of stone masonry after raking out the joints including watering and curing with cost with cost, conveyance, royalties and taxes of all materials with all labour, T&P required for the work etc. complete as directed by the Engineer-in-charge. |
| 11 | Excavation of any approved type of soil in approved borrow area by mechanical means loading in to and transportation by mechanical means and unloading the soil within initial leads of 1 km on properly prepared and scientifically approved surface including spreading and compaction with roller but excluding watering and compaction in dam and dyke for dam top pot holes and undulation filling etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
