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| 1 | Earth work in Excavation of foundation in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification and direction of the Engineer-in-Charge. |
| 2 | Filling foundation and plinth with coarse sand watering and ramming including cost, conveyance, royalty ,taxes and labour etc. complete as directed by the Engineer in Charge. |
| 3 | Rigid and smooth Centering & Shuttering for R.C.C./C.C works including false works and dismantling them after casting and cleaning the surface including cost, conveyance & taxes of all materials with all leads, lifts & delifts including cost o all labour & T&P required for the work etc. complete as per direction of the Engineer in Charge. |
| 4 | Providing form work for concrete with F1 finish for guard wall with steel shutter rigidly fixed and removal of forms and making good to the sufaces where necessary complete with all labour, materials and T&P complete as per direction of the Engineer -in-charge |
| 5 | Cement concrete M15 with 20mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials, mixed in concrete mixre including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surfaceas per specification before laying fresh concrete etc. complete as per direction of Engineer-in charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-Charge. |
| 6 | Reinforced Cement concrete M20 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete etc. complete as per direction of Engineer-in-charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-charge. |
| 7 | Supplying, Straightening, Cutting, Bending, Binding & Tying the HYSD steel reinforcement of different size as per Design, Tying the Grills and placing in position in all Heights for fabrication and framing reinforcements with Laps and Hooks, Ties and Chairs and Track Welding where ever necessary with all leads and delifts including cost of Steel, Conveyance, Taxes of all Materials including Binding Wires 18 to 20 SWG, T & P etc. complete as per the specification and direction of the Engineer-in-Charge. |
| 8 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical. |
| 9 | Metal spall backing in the rear of wall steining or weep holes of abutments anf for deep drains, including all cost conveyance,royality& taxes of all materials to the site of work with all leads,lifts,delifts with all labour & T&P etc. complete as per direction of the Engineer-in-charge. |
| 10 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
