Soil Investigation Geotechnical Investigation and Topographical Survey at T 34 Hanger and Dispersal area at Naval Base Kochi

Amount

1.1 Site Clearance Demolition of PCC, excavation/removal of boulders in locations where soil testing and K value test are to be conduted. - 01 LS 1.2 Mobilization (a) Mobilization and demobilization charges of men and machinery at site.-01 LS (b) Shifting of machinery from one point to another.-3 Per shift. 1.3 Field Work Boring through soil. Conducting standard penetration tests and collection of samples up to a depth of 60m. Collecting disturbed and undisturbed samples to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density etc. as per relevent IS code.- Per Bore hole 1.4 Laboratory Tests Conducting tests on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc as per elevent IS code. - Per Bore hole. 1.5 Report and Recommendations Submitting 5 copies of complete report consisting of each and every detail of locations, borehole profiles and cross sections, description of soil strata, labortary and field test results, comments and recommendations. - 01 LS 1.6 Plate Load Test for finding K value. Mobilization & conducting the test. Setting up of loading platform, plate hydraulic jack and settlement measurements devices as per IS : 1888 and loading up to the required load using aggregate to conduct the test. For conducting plate load test to determine the bearing capacity and load/settlement characteristics of soil at shallow depth by loading a plane and levelled steel plate kept at the desired depth and measuring the settlement under different loads a desired settlement take place or failure occurs conforms to IS : 1888 - 02 Nos 1.7 Topographical Survey Conducting topography survey and contours at every 5m intervals (Approx Area of 10000sqm) - 1 LS

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VALSARAJ ASSOCIATES