Tender For Job Work For Soil Investigation

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Tender For Job Work For Soil Investigation -Sinking Bore Holes In Soil Strata Down To Depth Of 6.0M Depth Or Refusal Strata ( Where N 50 ) Whichever Is Earlier. Conducting Penetration Tests At Various Depths In The Bore Holes Observing Water Table If Encountered Collecting Disturbed And Undisturbed Soil Samples From The Bore Holes Conducting All Necessary Lab Tests On Disturbed. Submission Of Report In Four Copy Consists Field Investigation Analysis And Laboratory Analysis With Sbc Recommendation At Particular Depth And Type Of Foundation Along With The Bearing Capacity Calculations-05 Bore Hole ( I ) The Bore Hole May Be Terminated Before 10 M If N Bear Reach 50 Carry Out Spt In The Bore Holes To Determine N Value ( Ii ) Spt Value At Every 0.75M Intervals And Change Of Strata ( Ii ) Grain Size Distribution And Analysis ( Iv ) Soil Characteristics ( V ) Value Of Cohesion And Angle Of Interval Fraction. ( Vi ) Recommended Sbc At Different Depth Of Foundation Le 1000Mm, 1200Mm, 1500Mm, 1800Mm Etc Up To 5.0M ( Vii ) Sbc And Its Calculations Based On N Value Shear Strength And Settlement Criteria. ( Vi ) Depth Of Water Table ( Maximum And Minimum ) ( Ix ) Depth Of Expensive Soil And Its Properties ( X ) Recommendation For Type Of Foundation. ( Xi ) Chemical Analysis Of Soil ( Xii ) Detail Of Soil Profile And Bore Logs, ( Xi ) Any Other Recommendation ( Xiv ) Location Of Bore Should Be Shown Along With The Proposed Retaining Walls Layout In The Report In A Site Plan Duly Singned By Age ( I ) And Testing Lab Rep ( Xv ) Testing Should Be Done Only At Nabl / Recognized Test House / Government Engineering College As Per Nbc 1892, 2131 2132, 1888, 2720, 1904, 6403, 8009, 1498 And Sp 36 In General Containing ( Xvi ) Water Table Level Chemical Characteristics Of Soil E.G. Chloride And Sulphate Content And Expensive Characteristics Of Soil If Any Should Be Given In The Report ( Xvii ) The Levels Of Each Spt Bores Shall Be Reflected With Respect To Permanent Bench Mark ( Xviii ) Rls At The Locations Of All Borewells Shall Be Indicated In The Site Plan Layout ( Xix ) Slope Stability Analysis And Recommendations Also Shall Be Suitably Obtained From The Soil Testing Consultant When A Deep Cutting Is Involved At The Site 2 Conducting Plate Load Test Up To Depth Of Foundation Using 30 Cm X 30 Cm Plate, Submission Of Report In Four Copy Consists Field Investigations Analysis And Laboratory Analysis With Sbc Recommendations At Particular Depth And Type Of Foundation Along With The Bearing Capacity Calculations Including Carriage & Labour At Site.