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Tender For soil investigation for provn of office complex security post and jco living at k nallah - mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification , collection of undisturbed soil sample at 1.50 m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification , carrying out plastic limit test as per specification , carrying out proctor compaction test as per specification , carrying out tri axial share test as per specification , carrying out liquid limit test as per specification , carrying out direct shear test as per specification , carrying out field density test as per specification , carrying out test for depth of ground water table as per specification , carrying out unconfined compression test as per specification , test for angle of internal friction cohesion dry density as per specification , n value at an interval of 1.50 mtr for a depth of 8 m as per specification , determination of bearing capacity for the following types of foundation as per specification , rcc raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth then greater depth as per specification , rcc raft strip fdn for vift retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , recommending appropriate value of safe bearing capacity as per specification , conducting necessary tests as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , atterberg limits as per specification , natural moisture content as per specification , wet and dry density as per specification , soil particle size distribution using sieve hydrometer analysis as per specification , tri axial shear test c and phi determination as per specification , shrinkage limit as per specification , consolidation test as per specification , specific gravity test for sand rock as per specification , crushing strength of rock samples as per specification , permeability test as per specification , chemical analysis of ground water sample min 02 samples as per specification , free soil index as per specification , chemical analysis of soil as per specification , n value at an interval of 1.50 mtr for a depth of 10m as per specification , carrying out cbr test as per is 2720 code as per specification