tender for earth work in embankment in ordinary soil excavation to be in the regulour pits not exceeding 0.5 m depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops and also in inculding 1.5 m lift & 30m lead.including watering dressing ...... as per si.no. 253 , excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. si. no. 251. , construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. , wbm grading iii 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) , cement concrete with 4 cm guage approved stone grit, approved c /sand & cement in proportion of 8:4:1 including supply of all materialand t&p etc. required for proper completion of work p.w.d. si n0. 281 (i) , 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 3:1.5:1 including supply of all materials labour and t & p etc required for proper completion of the work as item no. 279(ii) , 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/fixing of informatory sign board.........i/c painting,writing & fixing at site.... complete.