Provision 01 X Equipment Room Size 30 X 22 Feet Of 3 Ug We Det At Khavda Under Ge Army Bhuj, GE (ARMY) BHUJ / BHUJ AREA-Gujarat

Provision 01 X Equipment Room Size 30 X 22 Feet Of 3 Ug We Det At Khavda Under Ge Army Bhuj , To Carryout The Test Ascertain Soil Profiles / Proportion In Determine Safe Bearing Capacity Complete With Field And Lab Investigation To Revelent Specification Of Is 2131 , Is 6403 , Is 1498 & Is 2720 . Conducting Soil Investigation For The Following : ( A ) 150 Mm Dia Meter Bore Holes As Per Is Specification . ( B ) Bore Holes ( I ) No Of Bore Holes = 01 No ( Ref Note ) ( Less Than 4000 Sqm Area Of Bldg ) ( Ii ) Depth Of Bore Hole= 10 M ( Ref Note ) ( C ) Collection Of Disturbed And Undisturbed Soil Sample At Interval Of 1 . 00 Mtr Or At Change Of Strata Or As Per Relevant Is Code . ( D ) Conducting Lab Test On Disturbed Soil Samples As Considered Necessary According To Relevant Specification Of Is 2720:- ( I ) Sieve Analysis ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density ( E ) Conducting Lab Test On Undisturbed Soil Samples As Considered Necessary According To Relevant Specification Of Is 2720:- ( I ) Sieve Analysis ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density ( Vi ) Specific Grav ( Vii ) Free Swell Index And Swelling Property Of Soil ( Viii ) Organic Matter In Any Soil , If Any ( Ix ) Consolidation Test ( Compressed Index Value ) , ( X ) Triaxial Compression Test And Determination Of Shear Parameters ( C & O ) Test As Per Relevant Is . ( Xi ) Harmful Salt ( Complete Investigation As Already Ref . ) ( F ) Ground Water Table :- ( I ) Maximum And Minimum Levels On Ground Water In The Area With Sources Of Information . ( Ii ) Ground Water Table During Investigation ( G ) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation , Soil Classification And General Nature Of Soil Strata , Water Table , Inpretation Of Test Results , Grains Size , Distribution Curves , Compressive Index Curves , Site Plan Etc . ( H ) The Sbc Of The Soil Is Required To Be Given As Per Following Table Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 ( Pt- I ) - 1976 , Is-2720 ( Pt- Ii ) -1980 , Is 6403- 1981 , Is 1904-1986 & Is 1080-1985 And Other Relevant Is Codes :- Depth Of Safe Bearing Capacity Of Soil In T / M For Footing Sizes Foundation 1 . 00M 1 . 20M X 1 . 20M . 50M X 1 . 50M 2M X 2M 2 . 50M X 2 . 50M 1 . 50M 2 . 00M 2 . 50M , ( J ) With Every Sites Soil Investigation Report , A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed . Location Of Foundation Of Adjacent Structures , Especially Those That Might Be Impacted By The Porposed Construction . ( K ) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out . In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site . ( L ) All Pages Of The Soil Investigation Report Shall Be Serially Numbered , Stamped And Signed By The Agency Carrying Out The Soil Investigation . Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse . ( M ) Consultancy Services For Devoloping Architectural , Structural Drawings Structural Analysis , Designs And Detailed Estimates , Take Off Bill Of Quantities And Pricing As Per The Is Standards And Structural Detailings Codes And Submission Of The Detailed Calculation Of Stage Wise Yard Stick Material Calculation , Section Wise Calculation ( Stage Wise ) :- The Rate Shall Include The Following As Below :- ( 1 ) Preparation & Approval Of Architectural Drawings ( Ii ) Submission & Approval Of Structural Design Drawings And Vettted By Engineering College ( Iii ) Submission And Approval Of Detailed Working Drawing ( Archictural And Structural Drawings Including Schedule Of Finishes And Site Plan ( Sextuplicate ) ( Iv ) Submission & Approval Of Detailed Estimate Rate Analysis For Buildings / Structures ( V ) Submisson Of Report Alongwith Recommendations In 5 Copies .

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