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| 1 | Earth work in excavation of foundation in all kind of soil including dressing and leveling the bed to required profile for receiving the sand filling and concrete and depositing the excavated materials away from the working area with all leads, lifts & delifts etc complete as per the direction of the Engineer-in-Charge |
| 2 | Collecting, conveying and stacking river sand at work site & filling foundation & plinth with sand well watered & rammed with cost, carriage, royalty of all materials etc complete as per the direction of the Engineer-in-Charge |
| 3 | Cement concrete M-15 using 40mm size & downgraded crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 4 | Cement concrete M-20 using 20mm size & downgraded crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 5 | Cement concrete (1:1.5:3) using 12mm size crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 6 | Supplying, fitting and placing uncoated HYSD bar reinforcement with cutting, bending, binding, straightening, tying the grills and placing in positing as per drawing & technical specification with cost & conveyance of M.S rod and binding wire 18 to 20 gauge, cost of labours, T&P required for the work etc complete as per the direction of the Engineer-in-Charge |
| 7 | Rigid smooth centering & shuttering for PCC/RCC work including false works and dismantling them after required days of casting including cost, carriage, and all other taxes etc complete as per the direction of the Engineer-in-Charge |
| 8 | Providing weep holes in Brick masonry/ plin/ rainforced concerete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structre with slope of 1(V): 20 (H) towards drawing foce etc complete as per the direction of the Engineer-in-Charge |
| 9 | Filling in foundation and plinth with excavated materials including watering & compacting with all labour T&P etc complete as per the direction of the Engineer-in-Charge |
| 10 | Earthwork in hard soil with three extra lead on properly prepared and scientifically approved surface including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth to required profile section including royalty of earth etc complete as per the direction of the Engineer-In-Charge. (Earth should be arranged by contractor at his own cost and measurement will be taken on finised level section) Please Enable Macros to View BoQ information |
