Tender For Soil Investigation Provision Of Mes Office Building At Cg Otm Complex , Vijay Nagar , Hutbay

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Tender For Soil Investigation Provision Of Mes Office Building At Cg Otm Complex , Vijay Nagar , Hutbay , M & L For Carrying Out The Soil Investigation In Respect Of The Soil Investigation To Cover Field Work And Laboratory Studies Includes :- ( A ) Mobilisation Of Plants Equipments Including Men And Materials Required At Site Of Soil Investigation , Setting Of Boring / Drilling As Required And Demobilization Of Plants And Equipments On Completion Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For The Purpose Of Testing ) . - ( Job-01 ) ( B ) Boring 150Mm Dia Bore Holes Up To 15 Metre Depth Through Following Type Of Strata ( I ) Any Type Of Soil - ( Rm-12 ) ( Ii ) Soft Rock - ( Rm-02 ) ( Iii ) Hard Rock - ( Rm-01 ) ( C ) Carrying Out Standard Penetration Test ( Spt ) As Per Is-2131 Including Collection Of Distrubed Soil Samples In Bore Holes Of Every One Meter Depth Or Any Change Of Strata And Submit The Report With All Requisite Data . - ( Each-14 ) ( D ) Collection Of Undistrubed Soil Sample At Every 3M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walled Tube Including Waxing , Sealing , Packing Transporting To The Lab . ( Each-05 ) ( E ) Conducting Necessary Test On All Collected Samples Which Includes The Determination Of :- ( Job-01 ) ( I ) Atterberg Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Density , Unit Weight ( Iv ) Soil / Particle Size ( Soil Grain Size ) , ( V ) Consolidation Test Including Pre Consolidation Pressure . ( Vi ) Tri-Axial Shear Test ( Vii ) Shrinkage Limit ( Viii ) Specific Gravity Test ( Ix ) Direct Shear Test ( C & O Determination ) ( X ) Unconfined Compression Test ( Xi ) Crushing Shrenth Of Rock Samples ( Xii ) Free Swell Index ( Xiii ) Shrinkage Limit ( Xiii ) Soluble Salt Content ( Sulphate , Chloride And Ph Content ) ( F ) Excavation Of Trial Pit Up To 3 . Depth Having Size 1 . 2X1 . 2 For Collecting 3 Nos Of Uds Sample Including The Tests:- ( Job-01 ) ( I ) Atterberg Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Density ( Iv ) Pariticle ( Soil Grain Size ) ( V ) Tri-Axial Shear Test And Direct Shear Test ( C And O Determination ) ( Vi ) Specific Gravity ( Vii ) Free Swelling Index ( G ) Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 , Section 2 , Para 3 . 5 ) - ( Job-01 ) ( I ) Containing Scope Of Investigation ( Ii ) Method Of Drilling Bore Hole ( Iii ) Sampling Of Bore Hole , ( Iv ) Visual Description Of Soil Sample ( V ) Ground Levels Along With Ground Water Table Level ( Vi ) Test Results ( Both Laboratory And Field ) Including Graphs ( Vii ) Photographs Of Quipment Used And Samples Collected With Descriptions ( Viii ) Photographs Of Laboratory Test Samples After Testing ( Ix ) General Observations Of Vicinity ( Streams , Foundation System Adopted Etc ) ( X ) Longitudinal And Transverse Section Profiles Of Substrata ( Xi ) Analysis Of Field And Laboratory Test Results ( Xii ) Calculations For Arriving At Allowable Bearing Capacity As Per Is And Pile Capacities At Suitable Depth ( Xiii ) Recommendation For Suitability Of Foundation , Note: The Job Be Treated As Single And Quote To Be For The Entire Job .