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| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge. |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. Grade M10, Nominal mix 1:3.6. |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. Grade M20, Nominal mix 1:2.4. |
| 4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry. In cement mortar (1:5) |
| 5 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. |
| 6 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. |
| 7 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. |
| 8 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). |
| 9 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. |
| 10 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. |
| 11 | P/L of M.S. Pipe line with Flange Joint at 6mtr including all cost of material (I/c M.S.Pipe , M.S. flange 12mm thick, Rubber packing 5mm thick, nut bolts) labour, T&P etc. complete with head load upto 3Km. 200 mm Dia thickness 5.4mm (M.S.Pipe confirming IS:4270) Please Enable Macros to View BoQ information |
