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| 1 | Construction of Embankment with approved material obtained from borrow pits with a lift and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 |
| 2 | Laying of Filter of GSB on slopes and apron including all lead & lifts & including all material, labour, T&P required for proper completion of work. |
| 3 | Laying stone boulder of 25-60 kg weight in apron with split up boulder including all material, labour and T&P etc required with proper completion of the work. |
| 4 | Laying stone boulder of 25-60 Kg. Stone in slope pitching with split up boulder including all material, labour, T&P etc. including carriage upto 100 m. on head load and 6 m lift required for proper completion of the work. |
| 5 | Finishng walls with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even treated surface to remove all dirt and remains of loose powdered materials including curing and cost of all materials. |
| 6 | Construction of K.C. drain including of all material etc complete as per E/I |
| 7 | Drainage Spouts complete as per drawing and Technical specification |
| 8 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 10 | Providing and fixing of retero reflacting delinator post IZ-ASTMAD-456-4 Made of 75 mm dia round of 1.2 m high with fixing support |
| 11 | Constrution of chutes including all material labour T & Requried for proper completion of work ( Average height 4.47 |
| 12 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 13 | Providing and applying epoxy mortar over honey combed, spelled concrete surface and reinforcement inside and outside surface of RCC structure by epoxy grouting and injection process including cost of nipple, making V groove and plaster with epoxy mortar over the cracks as per MORT&H specification for road & bridge work section 2800. The work includes cost of removal of defective material, cleaning the surface thoroughly and applying of materials as per specification, labour, T&P scaffolding, arrangements required for proper completion of work as per specification & direction of engineer in charge. Please Enable Macros to View BoQ information |
