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| 1 | Clearing grass and removal of rubbish up to a distance of 50m outside the periphery of the area etc.with all leads, lifts and delifts with cost of all labour complete as per direction of the Engineer-in-Charge. |
| 2 | Earth work in excavation of foundation in ordinary soil with required lead, lift & delift including rough dressing and breaking the clods to maximum 5 cm to 7 cm size and laying in layers not exceeding 0.30m in depth and dumping the excavated materials away from the work site including cost of labour, carriage, cess, etc. all complete as per specification and direction of the Engineer-in-Charge. |
| 3 | Filling foundation and plinth with sand by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge. |
| 4 | Providing & laying cement concrete conforming to M-15 grade in approved surface using 40 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge. |
| 5 | Providing & laying cement concrete conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge. |
| 6 | Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts.with all labour, cess complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge. |
| 7 | Rigid & smooth centring, shuttering for CC works including false work and dismantling them after casting including proper curing with cost, carriage, cess etc. all complete as per specification and direction of Engineer-in-Charge. |
| 8 | Rigid & smooth centring, shuttering for RCC slab works including false work and dismantling them after casting including proper curing with cost, carriage, cess etc. all complete as per specification and direction of Engineer-in-Charge. |
| 9 | Providing form work for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with steel shutters rigidly fixed and removal forms and making good to the surfaces where necessary with all labour, material, cess etc.complete as per direction of Engineer-in-Charge. |
| 10 | Inserting premoulded expansion joints including cleaning including cost of all labour cess etc. complete as per direction of Engineer-in-Charge. |
| 11 | Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia AC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge. |
| 12 | Supplying, laying, fixing and fitting in position of RCC (Non-pressure) NP3 of 150 mm dia Hume pipes and filling in joints using cement mortar (1:3) with Reinforced Cement Concrete (1:2:4) with 12 mm and down graded hard granite crusher broken coarse aggregates complete including cost, carriage of hume pipe, cost of labour, curing, cess etc. complete as per specification and direction of Engineer-in-charge. |
| 13 | Earth work in approved type of soil in borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with all leads, lifts, delifts including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transported earth including laying in layers not exceeding 22.50 cm in depth including watering and compaction, cost of hire & running charges of all machineries, cost of fuel, lubricants, cost of labour, carriage, royalty, cess etc. all complete as per specification and direction of the Engineer-in-Charge. |
| 14 | Filling foundation and plinth with excavated earth by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess all complete as per drawing and specification and as per the direction of Engineer-in-Charge. |
| 15 | Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (70 : 30) proportion and laying in sub-base of road in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P materials required for the work, watering and compacting to the required density in OMC with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. |
| 16 | Ramming or rolling earth work with light H.R.R. in embankment in layers not exceeding 0.30 m including cost of hire & running charges of all machineries, cost of fuel, lubricants, cost of labour, carriage, royalty, cess etc. all complete as per specification and direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
