}
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    • Ndt Test ( Rebound Hammer, Upv, Half Cell Potentiometer, Chloride And Sulphate, Core, Ferroscanning ) , Visual Inspection - 1 Physical Inspection Of Building & Report Generation A. Structural Elements Includes Column, Shear Walls, Ret, roorkee-Uttarakhand

    Indian Institute Of Technology-IITB has published Ndt Test ( Rebound Hammer, Upv, Half Cell Potentiometer, Chloride And Sulphate, Core, Ferroscanning ) , Visual Inspection - 1 Physical Inspection Of Building & Report Generation A. Structural Elements Includes Column, Shear Walls, Ret. Submission Date for this Tender is 29-08-2022. Cutting Crimping and Punching Tools Tenders in roorkee Uttarakhand. Bidders can get complete Tender details and download the document.




    Tender Notice

    33505799
    Ndt Test ( Rebound Hammer, Upv, Half Cell Potentiometer, Chloride And Sulphate, Core, Ferroscanning ) , Visual Inspection - 1 Physical Inspection Of Building & Report Generation A. Structural Elements Includes Column, Shear Walls, Ret
    Limitted
    Indian
    Uttarakhand
    roorkee
    29-08-2022

    Tender Details

    Ndt Test ( Rebound Hammer, Upv, Half Cell Potentiometer, Chloride And Sulphate, Core, Ferroscanning ) , Visual Inspection - 1 Physical Inspection Of Building & Report Generation A. Structural Elements Includes Column, Shear Walls, Retaining Walls, Beam, Slabs B. Non-Structural Elements Include Masonry Walls, Flooring C. Aim Of Visual Survey Shall Be To Report Presence Of Cracks -Minor Or Major, Reporting Of Any Settlements, Detecting Loss In Concrete Cover Or Spalling, Identifying Scaling Or Corrosion Of Reinforcement Or Structural Steel, Locating Areas Of Water Seepage, Reporting Severity Of Damages And Probable Causes, Expansion Joint Damages, Wear And Tear Of Machine Foundation, Crack Development At Interface Of Concrete Masonry-Structural Steel. 2 Non-Destructive Testing As Per Report Generated Visual Survey Report Shall Be Supported By Random Non-Destructed Test As Suggested Below 3 Rebound Hammer Test For Compressive Strength Of Concrete 4 Ultra Sonic Pulse Velocity Test For Compressive Strength Of Concrete 5 Reinforcement Scanning, Carbonation Test For Loss In Concrete Cover 6 Corrosion In Rebar -Half Cell Potentiometer Test. 7 Chloride And Sulphate Test 8 Preparation Of E-Tab Model As Per Required ( Maximum 3&4 Type Different Model. ) A. Ndt Test & Visual Inspection Report Shall Be Supported By Reverse Calculation With Existing Model Generation, Maximum 3 & 4 Number Of Models Required For Cross Verification. 9 Preparation Of Boq ( If Required Strengthening Of Structural Member. ) A. This Shall Be Included If Any Measure Deficiency Come Out => Limited

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    BOQ Items

    Name of Work:NDT Test (Rebound Hammer, UPV, Half Cell Potentiometer, Chloride and Sulphate, Core, Ferroscanning), Visual Inspection
    Sl. No. Item Description
    1Physical Inspection of Building & Report Generation a. Structural Elements includes Column,Shear Walls, Retaining Walls,Beam,Slabs b. Non-Structural Elements include Masonry Walls,Flooring c. Aim of visual survey shall be to report Presence of Cracks -Minor or Major,Reporting of any Settlements, Detecting loss in Concrete Cover or spalling, Identifying scaling or corrosion of Reinforcement or Structural Steel,Locating areas of Water Seepage, Reporting severity of damages and probable causes, Expansion Joint Damages,Wear and Tear of Machine foundation,Crack Development at Interface of Concrete Masonry-Structural Steel.
    2Non-Destructive Testing as per Report Generated Visual Survey report shall be supported by random Non-Destructed Test as suggested below
    3Rebound Hammer Test for Compressive Strength of Concrete
    4Ultra Sonic Pulse Velocity Test for Compressive Strength of Concrete
    5Reinforcement Scanning,Carbonation Test for Loss in Concrete Cover
    6Corrosion in Rebar -Half Cell Potentiometer Test.
    7Chloride and Sulphate test
    8Preparation of e-tab model as per required (maximum 3&4 type different model.) a. NDT test & visual inspection report shall be supported by reverse calculation with existing model generation, maximum 3 & 4 number of models required for cross verification.
    9Preparation of BOQ (if required strengthening of structural member.) a. This shall be included if any measure deficiency come out
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