Details: soil investigation of spt test as per is: 2131-1981 in ordinary soil consisting of clay/silt/sand or ordinary rock their mixture with shell and auger method 15.0 m depth or refusal whichever is earlier and collection of samples, testing of these samples in laboratory for grain size analysis, atterberg limits, water content, cohesion angle of internal friction, specific gravity, wet & dry bulk density etc. and evaluation of safe bearing capacity along with strata logs. in case of soil the depth of 15.0m or refusal before in case of gravel and hard rock/strata and provide 02 set of hard copy by stamp & sign (original) (02 nos bore holes each location) preparation of complete structural design & drawing of foundation of retaining wall with full details of steel calculation sheet vetted by any govt. engineering college as per is code in 03 nos copy hard in readable scale & 01 nos soft copy cd.
Sector: Police and Internal Security