}
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    • Carefully Dismantling Of The Super Structure Of Security Cabin And Walls, Flooring, Ms Structure As Per Site Requirement And Removal Of Debris From The Site To Authorised Dumping Yard As Per The Local Government Norms. Please Refer To Price Bid Docume-Uttar Pradesh

    Reserve Bank Of India has published Carefully Dismantling Of The Super Structure Of Security Cabin And Walls, Flooring, Ms Structure As Per Site Requirement And Removal Of Debris From The Site To Authorised Dumping Yard As Per The Local Government Norms. Please Refer To Price Bid Docume. Submission Date for this Tender is 12-03-2021. Excavation Work Tenders in Uttar Pradesh. Bidders can get complete Tender details and download the document.




    Tender Notice

    27056481
    Carefully Dismantling Of The Super Structure Of Security Cabin And Walls, Flooring, Ms Structure As Per Site Requirement And Removal Of Debris From The Site To Authorised Dumping Yard As Per The Local Government Norms. Please Refer To Price Bid Docume
    Open Tender
    Indian
    Uttar Pradesh
    12-03-2021

    Tender Details

    Carefully Dismantling Of The Super Structure Of Security Cabin And Walls, Flooring, Ms Structure As Per Site Requirement And Removal Of Debris From The Site To Authorised Dumping Yard As Per The Local Government Norms. Please Refer To Price Bid Document And Nit For Details. Excavation For Foundations, Trenches, Pits Etc. In All Pcc / Cc, Sorts Of Soils, Sandy Soil, Soft Rocks, Filled Up Soil Etc. Up To The Depth Of 1.20 Mt From The Existing Ground Level And Backfilling With The Excavated Earth, Watering, Ramming, Consolidating In Layers Not Exceeding 200 Mm Etc.Please Refer To Price Bid Document And Nit For Details. Providing And Laying Rcc ( M20 Grade ) 1: 1.5 :3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) For Footing And Pedestals Etc. Please Refer To Price Bid Document And Nit For Details. Providing Of Required Dia. Reinforcements In Proper Line, Level, Proper Lapping & Spacing As Directed By Consultant And The Bank?S Engineer. The Reinforcement May Be Of 8 Mm To 20 Mm. Dia. Tor Hysd Bars ( Fe515 ) Mentioned In Is Code 456:2000 And Should Confirm To High Strength Deformed Steel Bars As Per Is 1786. Please Refer To Price Bid Document And Nit For Details. Providing & Constructing 230Mm Or More Brick Thick Masonry Wall In 1: 4 Cement Mortar ( 1 Cement: 4 Course Sand ) By Using Best Quality Locally Available Bricks. Quoted Rate Shall Include The Cost Of Curing & Giving Proper Bonding With Existing Floor & Wall, Necessary Scaffolding, Carting Away Debris, Lifting Etc. All Complete As Directed By Banks Engineerincharge. Please Refer To Price Bid Document And Nit For Details.

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