tender for 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 , 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 , 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 , 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) , 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 , 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 , 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) , 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 , supply of 350mm dia reinforced cement concrete hume pipe np3 class with coller si no non schedule item no 5(iv) , laying and fixing of 350mm dia reinforced cement concrete hume pipe np3 class (labour only) si no non schedule item no 5a(iv) , supply & fixing of informatory sign. board