Bids Are Invited For 1 Soil Investigation Around Constructed Watch Tower At 26 Acres Cg Lnd At Baroi Village, Mundra (I) Boring 150Mm Dia Boreholes To 5M Depth As Per Is 1892Through Following Any Type Of Strata By Using Rotary Drill Method In T, kutCH-Gujarat

Bids Are Invited For 1 Soil Investigation Around Constructed Watch Tower At 26 Acres Cg Lnd At Baroi Village, Mundra ( I ) Boring 150Mm Dia Boreholes To 5M Depth As Per Is 1892Through Following Any Type Of Strata By Using Rotary Drill Method In Terms Of Is : 1892 As Shown On Site Plan Including Mobilization, Shifting Etc Complete. ( I ) Collection Of Undisturbed Soil Sample ( Usd ) At 1.5 M Intervals Or At Any Change Of Strata In 100Mm Bore Thin-Walled Tube Including Waxing, Sealing, Packing And Transporting To The Job ( Ii ) Carrying Out Standard Penetration Test ( Spt ) Including Collection Of Disturbed Soil Samples In Boreholes At Every 1.5M Depth Or Change Of Strata And Submit The Report With All Requisite Data. ( Iii ) Collecting Water Samples From Boreholes ( Ii ) Laboratory Tests As Per Is: 1892 ( A ) Conducting Necessary Laboratory Test As Per Relevant Is Code And Submission Of Report On All Collected Samples Which Includes The Determination Of ( I ) Atterburg Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Density ( Iv ) Soil / Particle Size Using Sieve Hydrometer Analysis ( V ) Tri-Axial Shear Test C&D ( Vi ) Shrinkage Limit ( Vii ) Consolidation Test ( Viii ) Specific Gravity Test ( Ix ) Crushing Strength Of Rock Samples, Degree Of Weathering ( Cr ) ( X ) Permeability Test ( Xi ) Chemical Analysis On Soil Samples ( Xii ) Chemical Analysis On Water Samples ( Xiii ) Standard And Modified Proctor Density Test ( Xiv ) Vane Shear Test ( Xv ) Salinity Test ( Xvi ) Grain Size Analysis, Identification & Classification Of Soil ( Xvii ) Liquid Limit, Plastic Limit Shrinkage Limit, Plasticity Index ( Xviii ) Shear Parameters ( C-Phi Analysis ) ( Xix ) Depth Of Water Table Below Ground Level

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