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| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road |
| 2 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 3 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251) |
| 4 | Earth work in Excavation in ordinary soil with manually/hydrolic excavater in foundation/Trench or drains. (a) Lift up 1.50m to 3m. |
| 5 | Earth work in Excavation in ordinary soil with manually/hydrolic excavater in foundation/Trench or drains. (a) Lift up 3.00m to 4.50m. |
| 6 | Earth work in Excavation in ordinary soil with manually/hydrolic excavater in foundation/Trench or drains. (a) Lift up 4.50m to 6.00m. |
| 7 | Making of Nala Bandha with sand bags. With local sand including etc. all complete. (Atached per Annalysis rate). |
| 8 | Providing and Fixing of Barricading of 100mm dia average ballies with in a distance of 1.50 meter for 3 rows of 3 Q, 3 nos of Cross ballies, two supporting ballies of 3 meter ballies and 2 nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (Material will be property of Contractor after dismantling). |
| 9 | Providing and Fixing close timbering in trenches on Both Side & all complete.(a) 0.00 To 3.00 M. (None Scheduled) |
| 10 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (NS) |
| 11 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 brick ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.SCH.-274) |
| 12 | Providing and Iaying NP-3 pipe RCC concrete pipe for culverton first class in slngle row including fixing socket with cementmortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls andparapets Clause 2900. (1200mm dia). (Chapter No.20 Si.No.10 (e)) |
| 13 | Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-150 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter SI.No.279(a)) |
| 14 | Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m incl. cost of all labor complete as per specifications |
| 15 | Sand Filling in plinth including supply of necessary quality of local sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc.required for proper completion of work (Chapter No.4 Si.No.4.04, 255 ) |
| 16 | Sub Total |
| 17 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 18 | Grand Total Please Enable Macros to View BoQ information |
