Soil Investigation For Bachelors Hostel Near Township Main Gate At HEPE, Trichy

Amount

a) Mobilisation of Drilling equipment and labour to the work site and demobilisation after the completion of work including local shifting.

(b) One number of bore hole may be taken as per soil exploration IS code IS 1892-1979 & Boring through all kinds of soil upto a depth of 10m (min) for bldgs below ground level or upto strain value >50 whichever is earlier, collecting samples and conducting necessary field tests and laboratory test as per the following parameters :- (i) Depth of bore holes amy be taken minimum 10 mtrs or N value reaches 50, whichever is earlier (ii) SPT value at every 1.50 m intervals and change of strata. (iii) Grain size distribution and analysis (iv) Soil characteristics (v) Value of cohesion and angle of internal friction (vi) Recommended SBC at different depths of foundation (vii) SBC and its calculation based on 'N' value shear strength and settlement criteria should be worked out (viii) Depth of water table (maximum and minimum) (ix) Depth of expansive soil and its properties if any (x) Recommendations for type of foundation (xi) Recommendation as regards possibility of liquefaction of soil in case of standard or partially saturated or un compacted sandy soil (xii) Recommendation for filling under floors and filling under protection including plinth protection (xiii) Chemical analysis of soil (xiv) Details of soil profile and bore logs (xv) Any other recommendations Note : Soil investigation & the report shall be as per NBC, IS-1892,2131,2132,1888,2720,1904,6403,8009,1498,4966 and SP 36 in general

c) Preparation and submission of detailed soil investigation report with recommendations on type of foundation, depth of foundation and design safe bearing capacity with soil profiling etc in triplicate as per the parameters specified in item 1(b) above including site plan showing the no of bore holes, location and inter distance from each other

LAKSHMIS VALUES

prathebhaa enterprises