}
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    • Repairing Works Column / Beam / Slab, Water Tank / Plinth Repairing Shall Be Done As Per Specification And Procedure Mentioned Below. Concrete Of Ratio 1:1:2 Cement Concrete ( 1 Cement : 1 Sand :2 Aggregate ) . Please Refer Sl.No.1 Of Tender Part Ii Of, patna-Bihar

    Reserve Bank Of India has published Repairing Works Column / Beam / Slab, Water Tank / Plinth Repairing Shall Be Done As Per Specification And Procedure Mentioned Below. Concrete Of Ratio 1:1:2 Cement Concrete ( 1 Cement : 1 Sand :2 Aggregate ) . Please Refer Sl.No.1 Of Tender Part Ii Of. Submission Date for this Tender is 18-02-2022. Anchors Tenders in patna Bihar. Bidders can get complete Tender details and download the document.




    Tender Notice

    31061091
    Repairing Works Column / Beam / Slab, Water Tank / Plinth Repairing Shall Be Done As Per Specification And Procedure Mentioned Below. Concrete Of Ratio 1:1:2 Cement Concrete ( 1 Cement : 1 Sand :2 Aggregate ) . Please Refer Sl.No.1 Of Tender Part Ii Of
    Tender
    Indian
    Bihar
    Patna
    18-02-2022

    Tender Details

    Repairing Works Column / Beam / Slab, Water Tank / Plinth Repairing Shall Be Done As Per Specification And Procedure Mentioned Below. Concrete Of Ratio 1:1:2 Cement Concrete ( 1 Cement : 1 Sand :2 Aggregate ) . Please Refer Sl.No.1 Of Tender Part Ii Of Price Bid For Full Description 2 2 Pressure Grouting Supply / Providing And Injecting High Strength, Epoxy Resin Grout ?Conbextra Ep10? From M / S. Fosroc Chemicals ( India ) Ltd, Masterinject 1315? From M / S. Basf India Ltd , Epoxy Injection Grout? From M / S. Pidilite Industries Ltd Or Any Other Approved Through The Prefixed Nozzles, Depth Of Drilling Shall Be Up To 150 Mm Minimum ( Nozzles Shall Be Fixed On In The Honeycombed Area In A Grid Pattern ) Under Pressure Using Grout Pump To Fill All Possible Pores And Gaps Left Within The Concrete Mass. Please Refer Sl.No.2 Of Tender Part Ii Of Price Bid For Full Description 3 3 Reinforcement Work Providing, Cutting, Bending, & Fixing New Reinforcement With Proper Anchoring, Grouting, Lapping / Welding Etc., Wherever Existing Reinforcement Is Found To Be Damaged. The Reinforcement ( Fe 500D ) May Be Of 6Mm, 8 Mm, 10 Mm, 12 Mm Or Any Dia, As Per Decision Of Bank / Site Requirement. Tor Hysd Bars Should Confirm To High Strength Deformed Steel Bars. Please Refer Sl.No.3 Of Tender Part Ii Of Price Bid For Full Descriptionn

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