SOIL INVESTIGATION FOR PROVISION OF KLP FOR STATION HQ AND CI DET SWC INT BN AT SURATGARH MILITARY STATION

Amount

Perforamce of Standard penetration tests as per IS 2131:1981 on ordinary soil consisiting of clay/silt/sand/ or their mixture at an interval 1.5m or change of strata & collection of samples from bore hles upto depth of 15.00 mtr or refusal (N>50) & conducting laboratory tests i.e. grain size analysis, atterberg limits, cohesion intercept, angle of shearing resistance . Evaluate allowable bearing capacity on shear strength as well as on settlement consideration along with strata bore logs & comprehensive report for the proposed sites. (List of Bldg are as under) (BH-11 to BH-12)

Perforamce of Standard penetration tests as per IS 2131:1981 on ordinary soil consisiting of clay/silt/sand/ or their mixture at an interval 1.5m or change of strata & collection of samples from bore hles upto depth of 10.00 mtr or refusal (N>50) & conducting laboratory tests i.e. grain size analysis, atterberg limits, cohesion intercept, angle of shearing resistance . Evaluate allowable bearing capacity on shear strength as well as on settlement consideration along with strata bore logs & comprehensive report for the proposed sites. (List of Bldg are as under) (BH-1 to 10 and BH-13 to BH-19)

Notes :- Design parameters for soil investigation and Vetting are as per APPX 'A' attch. The soil investigation reprot shall be include the liquefaction potential of the soil. If the 'N' valuecomes out to be less than 15, the measures to be taken wet the liquefaction potential & settlement of foundation should be incorporated as per reievant IS code and Soil Investigation Report should be should be vetted by CSTL/ IIT/NIT/Govt Engg College

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