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| 1 | Clearing grass and grubbing including uprooting rank vegetation, grass, bushes, shrubs, sapling girth up to 300mm removal of trees cut earlier and disposal of unserviceable materials including removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per the direction of the Engineer-in-charge. |
| 2 | Earth work in ordinary soil with extra lead over initial lead of 50m and initial lift of 1.50m including rough dressing and breaking clouds to maximum 5 cm to 7cm laying in layers not exceeding 0.30m in depth as directed by the Engineer-in-charge. |
| 3 | Earth work in ordinary soil within initial lead of 50m and initial lift of 1.50 m including rough dressing and levelling the bed and disposal of excavated materials nearby canal banks etc complete as directed by the Engineer-in-charge. |
| 4 | Excavation of foundation in ordinary soil within initial lead of 50m and initial lift of 1.50m including rough dressing and leveling the bed and disposal of excavated materials nearby canal bank as directed by the Engineer-in-charge. |
| 5 | Filling foundation & plinth with sand & well watered including cost, conveyance royalty of all materials etc. complete as directed by the Engineer-in-charge. |
| 6 | Cement concrete M-15 grade with crushed granite course aggregate of size 20mm down graded of approved quality mixing by concrete mixture placing manually and compacted with vibrater including cost, conveyance, royalty and taxes of all materials etc complete as directed by the Engineer-in-charge. |
| 7 | Providing form work for concrete with F1 finish for upstream faces of dam spillway glacis of barrages unexposed surfaces of foundation block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary including cost of all materials, labour and T & P complete including finishing complete as directed by the Engineer-in-charge. |
| 8 | Filling foundation and plinth with excavated earth including cost, conveyance, royalty and taxes of all materials etc complete as directed by the Engineer-in-charge. |
| 9 | Reinforcement Cement concrete M-20 grade with crushed granite course aggregate of size 20mm down graded of approved quality mixing by concrete mixture placing manually and compacted with vibrator including cost, conveyance, royalty and taxes of all materials etc. complete as directed by the Engineer-in-charge. |
| 10 | Cutting, bending, binding and tying the grills and placing in position including cost of binding wires and HYSD reinforcing bar etc complete as directed by the Engineer-in-charge. |
| 11 | Supplying, Laying and Fixing in Position RCC spun pipes flush jointed with cement mortar 1:3 complete including cost, conveyance, royalty and all types of Hume pipe and other materials etc complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
