Tender For The 1- Earthen Dam - Soil Investigation And Laboratory Test Reports Of Existing Embankment And Foundation Materials Shall Be Obtained. This Shall Include:Dry And Saturated Unit Weights, Cohesion (C) And Angle Of Internal Friction (\(\Varphi \))

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Tender For The 1- Earthen Dam - Soil Investigation And Laboratory Test Reports Of Existing Embankment And Foundation Materials Shall Be Obtained. This Shall Include:Dry And Saturated Unit Weights, Cohesion (C) And Angle Of Internal Friction (\(\Varphi \)) For Embankment Dam Materials (Both Core And Shell If Zoned) For Saturated And Submerged Conditions And The Foundation Materials Upto At Least Half The Corresponding Height Of The Dam.Coefficient Of Permeability (K) For Embankment Dam Materials (Both Core And Shell If Zoned) And Its Foundation Materials Upto At Least Half The Corresponding Height Of The Dam, 2- Masonry Dam & Spillway - In-Situ Material Test Reports Of Existing Dam And Its Foundation Materials Shall Be Obtained. This Shall Include:Dam - Unit Weight, PoissonS Ratio, Elastic / Deformation Modulus, Compressive Strength & Tensile Strengthfoundation - Rock-Mass Properties Including Elastic / Deformation Modulus, Unit Weight, PoissonS Ratio, Cohesion (C) And Angle Of Internal Friction.