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| 1 | Earth work in excavation of foundation in hard soil with initial leads & lifts including rough dressing and breaking clods to maximum 5 to 7 cm size and laying in layers not exceeding 0.30m depth & levelling and dressing the bed including dewatering if required etc. complete in all respect as per direction of engineer in charge. |
| 2 | Filling foundation and plinth with clean coarse sand in bed, well watered and rammed with cost, conveyance, royality and taxes of all materials and cost of all labour, T&P, workers welfare cess etc. Complete in all respect as directed by the Engineer-in-charge. |
| 3 | Cement concrete M-15 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level, compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water, curing for required time, shuttering if required including all cost,conveyance, royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 4 | Cement Concrete M-20 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level, compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water, curing for required time, shuttering if required including all cost,conveyance, royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 5 | Supplying, fitting and placing the HYSD bars including over lapping and binding were including all cost and carrige etc. complete for straighteninh, cutting , bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bars of any reinforcement as directed by the Engineer-in-charge. |
| 6 | Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 7 | Clearing grass and removal of debries / rubbish & disposing it up to a distance of 50 metres outside the perifery of the area based on premeasurement with all laour T & P etc. complete in all respect as directed by the Engineer-in-charge. |
| 8 | Earth work in ordinary soil with initial lead and lift including rough dressing and breaking clods to maximum 5 to 7 cm size and laying in layers not exceeding 0.30m depth & levelling and dressing the bed including dewatering if required etc. complete in all respect as per direction of engineer in charge. |
| 9 | Earth work in hard soil with initial leads & lifts including rough dressing and breaking clods to maximum 5 to 7 cm size and laying in layers not exceeding 0.30m depth & levelling and dressing the bed including dewatering if required etc. complete in all respect as per direction of engineer in charge. Please Enable Macros to View BoQ information |
