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| 1 | Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. |
| 2 | Dismantling Rubble stone masonary in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 metrers. |
| 3 | Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceble materials with all lift & lead 1000m etc. complete as per direction of Engineer-in-Charge. |
| 4 | Earth work excavation of foundation in hard soil within the initial lead of 50m and initial lift of 1.5m including rough dressing and breaking the clouds to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth & as per the direction of the Engineer-in-charge. |
| 5 | Filling the foundation & plinth with sand and well watered including cost, conveyance royalty of all materials etc. complete as directed by the Engineer-in-charge. |
| 6 | Cement concrete Grade M15 with 20mm down graded hard granite crusher broken chips of approved quality free from skin materials mixing by concrete mixer including hoisting lowering and laying the concrete in position to proper slope, level and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering with cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all T & P materials labour etc complete & as directed by the Engineer in Charge. |
| 7 | Cement concrete Grade M20 with 20mm down graded hard granite crusher broken chips of approved quality free from skin materials mixing by concrete mixer including hoisting lowering and laying the concrete in position to proper slope, level and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering with cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all T & P materials labour etc complete & as directed by the Engineer in Charge. |
| 8 | R.C.C. work of M-25 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying the concrete in position to proper slope, level and compacting by vibrators in layers and finishing the exposed surface smooth including watering with cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all T & P materials labour etc complete & as directed by the Engineer in Charge. |
| 9 | Providing, strengthening, cutting, bending, binding, fitting & placing uncoated HYSD bar reinforcement & laying in position including cost of binding wire 18mm to 20mm gauge & fixing of reinforcement ilcluding lapping (As per steel code) where necessary spot including cost, conveyance, royalty, T & P & all taxes of reinforcement, etc. complete as directed by the Engineer-in-charge. |
| 10 | Providing form work for concrete with F1 finishing using steel shutter plates of aproved specification for surfaces not porminently or permanently exposed to public view including supply of all materials. T & P labour and transportation of all materials ect. complete as directed by the Engineer-in-charge. |
| 11 | Rigid and smooth centering and shuttering for R.C.C. works in slab for culverts and Bridges including false works and dismantling them after casting including cost of materials complete. |
| 12 | Providing weep holes in Brick masonary/Plan/Rainforced Concrete abutment, wing wall/ Return wall with 90mm dia P.V.C. Pipe, extending through the full width of the strutures with slope of 1v:20H to-wards drawing face etc. complete as per drawing & technical spacification. |
| 13 | Back filling with graded materials, etc. complete as per the direction of Engineer-in-charge. |
| 14 | Collecting, conveying, stacking & spreading moorum and consolidation with HRR including watering, including cost and conveyance of moorum etc. complete as per direction of Engineer-in-charge. |
| 15 | Filling the foundation & plinth with excavated materials including watering and ramming, etc. complete as directed by the Engineer-in-charge. |
| 16 | Earth work in ordinary soil within the initial lead of 50m and initial lift of 1.5m including rough dressing and breaking the clouds to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth & as per the direction of the Engineer-in-charge. |
| 17 | Rough stone dry packing in approns and revetments with hard granite stones excluding HG stone. |
| 18 | Inserting premoulded expansion joints including cleaning & including labour with cost of expansion joint materials. Please Enable Macros to View BoQ information |
