Soil Bearing Capacity analysis at the site of Construction of Remaining Portion of GRIID Building, Sector 31, Chandigarh-Proposed Multipurpose Hall, Vocational Block, Guest House and Hostels for Boys and Girls therein.

Supply of Bearing capacity report by carrying out sampling making bore holes of 100 mm dia upto 25m depth or refusal which ever is earlier and testing of bearing capapcity through SPT, neccesary laboratory testing (Sieve analysis, Atterberg's limit, Feild moisture content, Bulk Density, Specific Gravity, Shear test for cohesion & angle of shearing resistence) as per thier IS Code applicable and determination of various indices along with the engineering property of soil to base allowable bearing capacity as per shear failure and settelment consideration as per entire satisfaction of Engineer In Charge. NS