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| 1 | Earth work in Correcting internal section of Mariyahun Branch from Km. 0.000 to Km. 50.200 by hydraulic excavator (Poclain) or equivalent machine with bucket capacity 0.90 m3. Including Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 2 | Earth work in Restoration of daula of Mariyahun Branch from Km. 0.000 to Km. 50.200 with manual labour proper disposal & dressing Including Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 3 | Costing & fixing Reinforced cement concrete(1:1.5:3) Boundary pillar ( size 250x250x1600mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 m distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 4 | Costing & fixing Reinforced cement concrete(1:1.5:3) Kilometer pillar ( size 300x300x1050mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 5 | Costing & fixing Reinforced cement concrete(1:1.5:3) Hectometer pillar ( size 150x150x750mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 metre distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 6 | Dressing of executed earth in canal banks & its both outer side slops of Mariyahun Branch from Km. 0.000 to Km. 50.200 including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 7 | Earth work in excavation of foundation in all type of soil including all lead,lift ,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 8 | Laying Plain Cement Concrete in( 1:3:6) with maximum size of 40 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of ,labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 9 | Laying Cement Concrete in (1:1.5:3) with maximum size 20 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 10 | Laying Local sand including screening work and stacking at quarry site including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 11 | Supply and laying stone ballast 20 to 40 mmincluding all cost of materials, labour Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 12 | Dry brick on end pitchining including preparation of sub grade and filling joint with local sand including cost of sand including all cost of labour,materials, Tools & Plants etc. Complete as per direction of Engineer in charge. |
| 13 | centering and shuttering Construction of profile including all cost of labour,materials, Tools & Plants etc. Complete as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
