Provn Of Soil Testing For Provn Of Deficient Marrried Accommodation Type V Type Ii And Family Welfare Centre At Dahanu, DAHANU-Maharashtra

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 .

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