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Tender For corrigendum : supply of soil investigation - atterbergs limits is 2720 part 5 , wet dry density sample minium two sample , soil particle size distribution using sieve analysis hydrometer analysis , tri-axial sheartest c determination , shrinkage test , consolidation test. , specific gravity test. , crushing strength of rocks sample. , permeability test. , chemical analysis of ground water sample minium two sample , free soil index , nature moisture content.
Tender For supply of soil investigatigation kudmud 28ed oem - making 150mm nominal dia bore hole , carrying out soil test , bulk density and moisture content test , triaxial sheartest , bearing capacity of soil and suggested foundation test , nature of soil test , preparation of report , mobilization and demobilization of drilling equipment and shifting
Tender For supply of geo technical engineering laboratory equipment - laboratory c.b.r. test apparatus - digital and computerized , soaking tank for cbr moulds , rapid moisture meter , automatic soil compaction machine , motorized sieve shaker , humidity chamber , beaker - 500 ml cap. , beaker- 1000 ml cap. , electronic balances - 5 kg , electronic balances 10 kg , sand pouring cylinder - small and large , is test sieves brass frame 20cm dia , is test sieves brass frame 30cm dia , digital microprocessor direct shear apparatus , automatic computer controlled digital tri-axial sheartest app with pressure volume controller , and analysis software for cu, uu, cd test , laboratory oven with digital temperature , permeability -soil constant head and falling head , dynamic cone penetrometer , constant rate of strain consolidation testing , consolidation apparatus , liquid limit motorized, plastic limit, shrinkage limit , digital swell test apparatus , digital unconfined compression tester , infrared moisture meter
Tender For tender for supply of tyre and tube - mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site , 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 , conducting following lab test on bore collected soil sample i direct triaxial sheartest ii grain distribution curves & pattern in bore holes iii bulk density iv natural moisture content v dry density vi water table vii specific gravity viii atterberg limit ix hydrometer analysis x liquid & plastic limit xi swelling index , 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 , i photographic record of geo exploration as well as testing shall also part of the report ii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv 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 station v recommendation for filling under floors vi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report