Provision Of Md Accn For 08 Offrs , 09 Jcos And 16 Or At Gandhidham Mil Stn, Gandhidham Mil Stn-Gujarat

Provision Of Md Accn For 08 Offrs , 09 Jcos And 16 Or At Gandhidham Mil Stn , M & L For Carrying Out Soil Investigation By Augur Boring / Rotary Drilling Machine Method To Carry Out Bore Holes Of 150Mm Dia In Any Type Of Soil / Rock , And Making Trail Pit Size Of 1 . 2M X 1 . 2M At 5M Away From The Bore Hole , Locating Water Table , Conducting Standard Penetration Test ( Spt ) As Per Is Specification At 1 . 00M Interval / At Every Change In Strata Including Conducting Following Laboratory Tests As Specified In The Is Of Collected Sample And Preparation And Submission Of Report In Quadruplicate For The 06 Mtr Depth :- ( I ) Index Properties Of Soil Such As A Grain Size Distribution Moistur Content , Density , Plasticity Characteristics . ( Ii ) Direct Shear Test / Unconfined Compression Triaxial Test To Obtain The Value Of Cohesion And Angle Of Internal Friction . ( Iii ) Scope Of Investigation , Exploration Technique , Soil Profile , Bore Log Etc . ( Iv ) Recommended Sbc At Different Depth Of Foundation ( 1 . 5M , 2 . 0M And 2 . 5M ) And Different Size Of Foundations Are:- ( A ) 1 . 50 X 1 . 50 M ( B ) 1 . 50 X 2 . 50 M ( C ) 2 . 00 X 2 . 50 M ( D ) 2 . 00 X 3 . 00 M ( E ) For Raft Foundation . ( V ) Sbc And Its Calculation Based On N Value , Shear Strength And Settlement Criteria . ( Vi ) Ground Water Table . ( Vii ) Expansive Or Problematic Soil And Its Properties If Any . ( Viii ) Recommendation Of Type Foundation For Different Structure Including Building For / Double And Multi Storied Construction Upto 8 Floors . ( Ix ) Chemical Analysis Of Soil , If Required , Including Recommendation And Type Of Cement To Be Used For Filling Under Floors And Filling Under Protection Including Plinth . ( X ) Recommendation For Filling Under Floors And Filling Under Protection Including Plinth Protection . ( Xi ) Rl Of The Ground Level / Foundation Level W . R . T . Bench Mark . ( Xii ) Nature Of Each Stratum And Engineering Properties Of Soil And Rock Which May Effect Design And Mode Of Construction Of Proposed Structures And Their Foundation . ( Xiii ) Recommended Sbc For All Bore Holes . ( Xiv ) Photography Record Of Testing . ( Xv ) Recommendation As Regards Possibility Of Liquefaction Of Soil . ( Xvi ) Swelling Pressure And Swelling Index In Respect Of Bc Soil And Its Depth / Layer . ( Xvii ) Location Of Gwt Peak Monsoon ( Lowest ) And Peak Summer ( Highest ) Period . ( Xvii ) Possible Corrosive Effects Of Soil And Water On Foundation Material . ( Xviii ) Any Other Recommendation . , All As Per Item No . 1 But Depth Of Bore Hole 10 Mtrs , All As Per Item No . 1 But Depth Of Bore Hole 15 Mtrs For Ug Sump , Carrying Out Contour Survey Work By Total Station Include Marking Of Important Structures And Utility ( Road , Buildings , And Electric Lines Etc ) Contour Will Be Plotted At Interval Of 3 Meter And Drawing Of 1 Soft Copy + 1 Hard Copy

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INR 3.58 Lakhs /-