provision of gd room with sentry box at main gate of 787 ( i ) ad bde sig coy , jcos and or md accn at shivaji enclave and 01 store house at ord depot under ge dehu road , ( a ) soil investigation by spt / other filed tests including boring 100mm dia bore hole in soil overburden and also 75 mm dia bore in soft / hard rock upto 6m depth from ground level . ( b ) collecting undistrubed soil samples as well as rock sample , conducting spt , files and lab tests at every 1 . 0 mtr interval and change of strata all as per depth . ( c ) proposal for the type of suitable foundation for the proposed building including recommended sbc and its calculation based on n value , shear strength and settlement criteria at different depth of foundation . ( d ) proposal for soil stabilization under floorsand plinth protection in case of bc soil . ( e ) minimum and maximum depth of water table . ( f ) for lab test all as per is :- ( i ) conducting density test of soil / rock ( ii ) conducting water absorption % test ( iii ) conducting soaked crushing strength ( iv ) grain size distributio analysis ( v ) soil characteristics ( vi ) value of cohesion and angle of internal friction ( vii ) depth of expansive soil and its properties ( viii ) chemical analysis of soil and recommended and type of cement to be used for rcc foundation ( g ) completion of all field / lab test and submission of soil investigation report in 5 coloured copies alongwith soft copy in cd ( note : two nos of each bore hole will be carried out at three site separately )