Survey and Soil Investigation

Mobilization Transportaion erection and dismantling of all reburied equipment at proposed site including develoyment of shifted and suitable personal for effective soil investigation as direction

Carrying Out Soil investigation as per relevant IS for the Name of Work as mentioned abve Complete all as specified and as directed incl the following Boring 150mm dia hole at various locations as shown at site by Engr in Charge in any kind of soil but excluding rock collection of undisturbed sample at every 1 m depth Collection of Disturbed sample at suitable as required at site.Conducting Standard Penetration test as per relevant IS as an interval of 1 point 50m Upto a depth of 15m 03 Nos Trial Pit of Size 1 point 2 x 1 point 2 x 1 point 2m 03 Nos Note 01 bore hole in each exp bldg Trial Pit of size 1 point 2 x 1 point 2 x 1point 2m in alternate exp Bldg

Carrying Out Following laboratory Tests on Soil samples as per IS codes per BH Sieve Analysis and Hydrometer Test of Identification and classification of soil based on Properties and Grain size Specific Gravity of Soil Studies of Settlement characteristics of soil based on consolidation test and liquid and plastic limit Stratification of soil for entire depth of bore log including groung water table location and other properties Evalution of shear parameter s of undisturbed soil samples by adopting direct shear test Nature Moisture Content NMC Void ratio and porosity Triaxial and Dirct Shear test and Unconfined Compression Test of Undisturbed Samples and Bulk Submerged and dry Density of the soil Compilation of SSI Report as per is viz Field and lab Test results Preparation of reports Recommendation of different types of foundations Water Table with clear and unambiguous recommendations for types of foundations for all structures with bearing capacity Pile capacities The recommendations will be duly vetted by the vetting agaency as per Notes Submission of all report Booklets 05 five copies with CD 01 one copy duly indicating the following Evaluation of Safe Bearing capacity of the Soil with respect to Shear Failure Test and Permissible Settlement Total and Differential along with Recommendation about Type of Foundation and Min Depth of Foudation to Be Adopted Evaluation of Liqufaction potential