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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & inside the foundation trenches or into the plinth, removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty ) as per SINo. 251 |
| 3 | Granular Sub-base with Well Graded Material Providing, laying and spreading Material(mix in place) on a prepared sub grade with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.400.1 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) |
| 5 | Concrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 12:6:1 in foundation and under floor including supply of all material , labour, and T&P etc. required for proper completion of work. as per SINo. 273 |
| 6 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work.as per SINo. 305 |
| 7 | Cement concrete with 2cm (3/4'') gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials labour and T & P etc required for proper completion of the work as item no. 279(i) |
| 8 | Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30 mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper completion of work as directed by engineer-in charge.as per NEW ITEM NO.1 |
| 9 | Supply of 350MM DIA R.C.C Hume pipe NP3 class with coller SI NO Non Schedule item no 5(iv) |
| 10 | Laying and fixing of 350MM DIA R.C.C Hume pipe NP3 class (Labour Only) SI NO Non Schedule item no 5a(iv) |
| 11 | Supply & Fixing of Informatory Sign. Board Please Enable Macros to View BoQ information |
