Soil Investigation For Augmentation Of Outfitting And Fabrication Shops At Nsry Port Blair, NSRY Port Blair-Andaman And Nicobar Islands

Soil Investigation For Augmentation Of Outfitting And Fabrication Shops At Nsry Port Blair , 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 ) . ( B ) 01 No Bore Hole Of 150Mm Dia Of 15M Depth ( Total 15 Rm ) Through Any Type Of Soil / Soft Rock / Hard Rock . ( Rm-15 ) ( C ) Carrying Out Standard Penetration Test ( Spt ) As Per Is-2131 Including Collection Of Disturbed Soil Samples In Bore Holes Of Every One Meter Depth Or Any Change Of Strata And Submit The Report With All Requisite Data . - ( Each-15 ) ( C ) Collection Of Undisturbed 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 ) Contd / - , ( E ) Excavation Of Trial Pit Up To 3M Depth Having Size 1 . 2X1 . 2 For Collecting 01 Nos Of Uds Sample . ( Job -01 ) ( F ) Conducting Necessary Test On All Collected Disturbed / Undisturbed / Spt Samples Which Includes The Determination Of Soil Bearing Capacity :- ( Job-0 ) ( 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 Strength Of Rock Samples ( Xii ) Free Swell Index ( Xiii ) Soluble Salt Contents ( Chloride & Sulphate ) ( Xiv ) Permeability Test ( Xv ) Shear Strength ( Unconfined Compression ) , Contd / - ( Item No -1 ) ( G ) Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 , Section 2 , Para 3 . 5 ) ( 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 Equipment 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: ( A ) The Job Be Treated As Single And Quoted Amount Should Be For The Entire Job .

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	30-Jan-2021	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	06-02-2021

INR 100 /-

INR 2873.0 /-

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