Quotation For Soil Investigation, GE (W) Jabalpur-Madhya Pradesh

Quotation For Carrying Out Soil Investigation For Job Nos.:- ( I ) Jak Ric Rc / Jbp / Aa-02 / Lbw / 2019-20 - Qty: 05 ( Ii ) Jak Ric Rc / Jbp / Aa-01 / Lbw / 2019-20 - Qty: 05 ( Iii ) Stn Cell / Lbw / 07 / Aa / 19-20 / Q3w - Qty: 05 ( Iv ) Grc / Jbp / Lbw / 002 / 2019-20 - Qty: 05 Conduction 150Mm Bore Diameter Bores Upto Any Depth As Per The Requirement Rm According To Is 1892-1988 And Is 1892-1979 The Scope Of Work Comprised As Under:- ( A ) Conduction Standard Penetration Test ( S.P.T ) As Per Is-2131-1988. The Testing Shall Be Made At Every Change In Strata At The Intervals Of Not More Than 1 Mtr Whichever Is Less. The Test May Be Made At Least Intervals If Specified Or Considered Necessary As Per 3.31 Of Is-2131-1988. ( B ) Collection Of Disturbed Soil Samples At An Interval Of 1 Mtr Or Change Of Strata. ( C ) Collection Of Undisturbed / Undisturbed Soil Samples As Per Project Requirement After Completion Of Boring, As Given Below: ( I ) Sieve Analysis ( Ii ) Plasticity Index ( Iii ) Specific Gravity ( Iv ) Water Content ( V ) Particle Size Analysis ( Vi ) Bulk And Dry Density ( Vii ) Atterberg Limit ( Viii ) Harmful Salt Or Organic Matter If Any ( Ix ) Direct Shear Test ( In Case Of Sandy Soil ) ( X ) Unconfined Un-Drained Test ( In Case Of Clayey Soil ) ( Xi ) Consolidation Test ( For Saturated Soil ) ( Xii ) C, Ø Values ( Xiii ) Differential Free Swell Test In Case Of Expansive Soil ( Xiv ) Unconfined Compressive Strength Of Rock ( In Case Of Rocky Strata ) ( Xv ) Determination Of Tensile / Shear Strength Of Rock ( In Case Of Rocky Strata ) ( Xvi ) Quality Index For Rocky Strata ( In Case Of Rocky Strata ) Note: In Case Rock Is Encountered The Rock Shall Continue Upto 1.5 To 2.0 Mtr In Rock. The Soil Investigation Report Shall Submit Completely Covering The Following In Quadruplicate ( A ) Bore Log Chart Showing Depth Of Soil Strata. ( B ) Ground Water Table. ( C ) Probable Maximum And Differential Settlement. ( D ) Safe Bearing Capacity Based On Shear And Settlement Criteria. ( E ) Recommendations For Type And Depth Of Foundation. ( F ) Site Plan Building Wise With Rl Of Corner Of Buildings. ( G ) Bore Hole Location W.R.T. Ffl / Fixed Bench Mark. ( H ) Bearing Capacity And Depth Of Fdn W.R.T. Ffl / Fixed Bench Mark.

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INR 44000.0 /-