Details: excavation of filling in foundation in ordinary soil including lift upto 1.5 mtr. and lead upto 30 mtr. including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation, trenches or into the plinth and removal & disposal of surplus earth as directed by the engineer incharge as per si. no. 251 cement concrete with 40mm gauge stone ballast fine sand of 1.25 fm and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials ,labour , t&p, etc. required for proper completion of work as per si. no. 272 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 providing, laying, spreading and compacting stone aggregates of spe
Sector: RDPR