provn of soil testing for provn of deficient marrried accommodation type v type ii and family welfare centre at dahanu , 1 . soil investigation for provision of deficient md accn type-v , type-ii and family welfare centre at dahanu as per is 1892 of 1979 . ( a ) arrangement of man power and machinery for drilling 150 mm dia bore hole in soil and 100 mm dia in rock by rotary drilling in ground upto a depth of 18 m from natural ground including conducting spt at every 1 . 0 m interval and change of strata , collection of disturbed/undisturbed soil sample as well as rock core sample at various depth from gl and including 01 number of trial pit for every job of ( size 1 . 2m x 1 . 2m ) , 5 . 00m away from bore hole and other tests required for designing the foundation as directed conducting tests viz triaxial test , direct shear test , atterbergs limits etc all as per relevant is codes . ( i ) boring accordance with is 1895 ( ii ) sampling as per is-2132-1986 . ( iii ) spt to correlate the strata , denseness & stifness in accordance with is-2131-1991 . ( iv ) ground water table . ( v ) sub soil proble ( vi ) field dry density & field moisture contents in accordance with is-2720-1993 . ( vii ) atterbergs limits in accordance with os-2720-1985 . ( viii ) particle size distribution in accordance with is-2720 part-iv . ( ix ) specific gravity in accordance with is-2720 part-3 ( x ) shear parameters on accordance with is-2720 part 13 . ( xi ) consolidation characteristic in accordance with is-2720 part -xv ( xii ) swelling parameters ( xiii ) unconfined compressive strength value ( xiv ) soil bearing capacity ( sbc ) ( xv ) design parameters ( xvi ) recommendations as regards liquefactori of soil , stabilization , type of foundation to be adopted and any other specific requirements . ( b ) submission of soil investigation report in quintuplicate comprising of investigation , scope of work , and project details , field tests , suggestion for improvement if any , settlement criteria/calculation incorporating type of soil in pressure bulb zone highest water table sbc , recommendation at particular depth considering water table , type of foundation to be adopted , all test results bore log chart , profile of log and safe bearing capacity calculations at various depth . ( c ) test report should include all the tests as required for design the foundation such as spt values bore logs , soil classifications and also should cover the general recommendations for proposed type of foundations system , safe bearing capacity likely total settlements etc . the report shall be submitted in quintuplicate duly bounded in a presentable maner . the unit rate quoted shall be deemed to include the cost of submission of such reports and sample of soil . photographic record of geo-exploration as well as testing shall also form part of the report . ( d ) no water will be supplied by the department for carry out the soil investigation test . contractor/ consultant will make their own arrangement of water required for necessary bore well and other testing .