|
| 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 M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm. horizontal hold fast at bottom braced with 40x5mm. flat iron 1980mm. long electrically welded and painted with one coat of redoxide primer.Rates Sanction SE/RED RS. 4200.00 including Letter writting. Please Enable Macros to View BoQ information |
