job order for survey and soil investigation for provn of 1x 450 mt lrc igloo of 1 . 1 unhd amn at 82 amn pl babina cantt , 1 . mobilisation of mechanical drilling equipment / rig and shifting of entire arrangement from one bore to another hole location and setting of boring / drilling rig as reqd/ direction by engr-in-charge . 2 . boring 150mm dia bores holes to 10 mtr depth through following type of strata:- ( a ) any type of soil . ( b ) soft rock ( c ) hard rock 3 . collection of undisturbed soil sample at 3m interval or any change of strata in 100mm bore thin walled tube invl waxing sealing , packing and transporting to the lab . 4 . carrying out standard penetration test incl collecting of disturbed soil sample in bore holes at every 1 . 5m depth or any change of strata and submit the report with all requisite data . 5 . conducting necessary tests as per relevant is codes / nbc 2005/sp-36 on all collected samples which incl the determination of:- ( a ) atterberg limits . ( b ) natural moisture content ( c ) wet and dry density . ( d ) soil particle size distribution using . ( e ) try axial shear test c & c determination . ( f ) shrinkage limit . ( g ) consolidation test ( h ) specific gravity test for sand rock ( j ) crushing str of rock sample ( k ) permibility test ( l ) chemical analysis of ground water sample ( min 02 sample ) ( m ) free soil index ( n ) chemical anaysis of soil . , note:-1 . rate includes all items of work s necessary for carrying out complete soil exploration work , collecting of sample , testing at any nabl accredited laboratory and field test result at submission four set of report need to be submitted . 2 . rate include for submission of detailed recommendation for shallow foundation & bearing capacity of soil ( sbc ) at 1 . 5/2 . 0/3 . 0 m depth type of foundation and depth of footing be clearly specified . 3 . in case very weak soil strata is encounted , recommendation about pile foundation i . e type , dia , depth of pile safe load carrying capacity and socketting of pile into hard rock shall be clearly given in the report , also measures for ground improvement if required be included in the report safe bearing capacity shall be worked out based on n value shear failure and settlement area .