Details: excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenches as per si. n0. 251. concrete with 4 cm. gauge brick ballast, fine sand of 1.25 f.m. and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and t&p etc. required for proper completion of the work.as per si. n0. 273 providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (g-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 kn in stages to pro
Sector: RDPR