bids are invited for soil testing -1 mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site 2 provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal n 100 whichever meet first conducting standard penetration test as per is 2131 1981 reaffirmed 2016 test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less 3 conducting following lab test on bore collected soil samplei direct triaxial shear test ii grain distribution curves & pattern in bore holesiii bulk densityiv natural moisture contentv dry densityvi water tablevii specific gravityviii atterberg limitix hydrometer analysisx liquid & plastic limit xi swelling index 4 collection of lab test data calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplet duly vetted by any iit nit vetting shall not be in the personal capacity of the professor for foundation report shall recommend type of foundation and sizes at different depths below ngl including size gross and net safe bearing capacity 5 i photographic record of geo exploration as well as testing shall also part of the reportii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soiliii swelling index and swelling pressure in respect of black cotton soil and its depth layer if anyiv depth of gr water table gwt in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the stationv recommendation for filling under floorsvi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report total quantity : 25