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| 1 | Excavation of foundation in ordinary soil/sandy loam, clay or sand including lift upto 1.5 meter and lead upto 30 meter and including filling, watering, ramming of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 meter from the foundation trenches. |
| 2 | Providing and laying coarse sand in filter below stone pitching including cost of all material ,labour and T&P etc. required. |
| 3 | Providing and laying1:3:6 cement, coarse sand and 22.4 to 45 mm stone ballast including cost of all material, labour and T.&P. required. |
| 4 | C.R. stone masonryin 1:3 inwith cement , coarse sand of F.M. more than 2.2 and cut stone khanda 25.5x22.5x15 cm size including cost of all material , labour and T.&P. etc required. |
| 5 | C.R. stone masonryin 1:4 inwith cement , coarse sand of F.M. more than 2.2 and cut stone khanda 25.5x22.5x15 cm size including cost of all material , labour and T.&P. etc required. |
| 6 | Providing and laying 4.75 to 20 mm hard stone grit in filter below stone pitching including cost of all material ,labour and T&P etc. required. |
| 7 | Cement Pointing in 1:2 CM with fine sand on stone masonry including cost of all material labour T&P. required for proper completion of work. |
| 8 | Supplying and fixing of head reulator gate of required size as directed by Engineer -in- charge including cost of all labour, material and T & P, required for proper completion of work. |
| 9 | Supplying & Laying Stone boulder upto 25 kgto 60 kg weight in G.I. wire crate size 2.00x1.50x0.50 m in crated boulder on river slope including cost of all material, T&P excluding cost of G.I. wire crate as directed by site incharge. |
| 10 | Supplying and laying machine made Hexagonal shape 10 SWG A class 250 GSM Zinc coated G.I. Wire crate of size 2.00x1.50x0.50 m made with mesh size 100x120 mm for crated boulder on river slope including all cost of material, labour and T.&P. etc. for proper completion of work |
| 11 | Supplying & Laying Geotextile sheet made of 240 G.S.M. woven multifilament polypropylene yarn below Geo-bagpitching including cost of all material, T&P as directed by site incharge. |
| 12 | Supplying & Laying Stone boulder upto 25 kgto 60 kg weight in G.I. wire crate size 2.00x1.50x1.00 m in crated boulder in launching apron including cost of all material, T&P excluding cost of G.I. wire crate as directed by site incharge. |
| 13 | Supplying and laying machine made Hexagonal shape 10 SWG A class 250 GSM Zinc coated G.I. Wire crate of size 2.00x1.50x1.00 m made with mesh size 100x120 mm for crated boulder in launching apron including all cost of material, labour and T.&P. etc. for proper completion of work |
| 14 | Providing & Laying C.C. (1:1.5:3)with cement ,coarse sand of F.M. not less than 2.2 and crushed hard stone grit of size 4.75 to 20 mm including cost of all material , labour and T&P. etc required for proper completion of work. |
| 15 | Supplying and fixing of 160 mm HDPE pipe PE 10 PN 10 for outlet including cost of all labour ,material andT & P required for proper completion of work. |
| 16 | Earthwork in banking of canal with all type of soil including excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as on plan) including 1.0 Km lead and for all lift and Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth , breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers , and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments with lead upto 50 m and for all lift : |
