}
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    • Bids Are Invited For Custom Bid For Services - Soil Investigation Of Boring 150Mm Dia At Any Kind Of Existing Soil Strata At Different Location With Approved Means Of Drilling / Refusal Strata Up To 15 Mtr (If Required More Than 100 Mtr) Depth, Whichever , GURDASPUR-Punjab

    Indian Army-IA has published Bids Are Invited For Custom Bid For Services - Soil Investigation Of Boring 150Mm Dia At Any Kind Of Existing Soil Strata At Different Location With Approved Means Of Drilling / Refusal Strata Up To 15 Mtr (If Required More Than 100 Mtr) Depth, Whichever . Submission Date for this Tender is 20-05-2024. Soil Survey Tenders in GURDASPUR Punjab. Bidders can get complete Tender details and download the document.




    Tender Notice

    43258445
    Bids Are Invited For Custom Bid For Services - Soil Investigation Of Boring 150Mm Dia At Any Kind Of Existing Soil Strata At Different Location With Approved Means Of Drilling / Refusal Strata Up To 15 Mtr (If Required More Than 100 Mtr) Depth, Whichever
    Open Tender
    Indian
    Punjab
    GURDASPUR
    20-05-2024

    Tender Details

    Bids Are Invited For Custom Bid For Services - Soil Investigation Of Boring 150Mm Dia At Any Kind Of Existing Soil Strata At Different Location With Approved Means Of Drilling / Refusal Strata Up To 15 Mtr ( If Required More Than 100 Mtr ) Depth, Whichever Is Earlier And Find Out The Sbc As Per Following Test / Recommendations. Carrying Out Standard Penetration Test ( Spt ) As Per Is: 2131-1981 Including Collection Of Disturbed Soil Samples In Bore Holes At Varying 1.5Mtr Depth Or Any Changes Of Strata And Submit The Report With All Requisite Data. 3 Conducting Necessary Test As Per Relevant Is Codes / Sp 36 On All Collected Samples With Including The Determination Of Following:- ( A ) Alterberg Limits, Natural Moisture Content, Wet And Dry Desnsity, Soil Particle Size Distribution, Bore Log Data Using Sleeve, Hunrometer Analysis, Tri-Axial Shear Test-C & Phi Value Determination, Shrinkage Limit, Consolidation Test, Specific Gravity Test, Calculation Of Sbc, Chemical Analysis Of Soil To Determine Ph Value, Sulphae And Chlorides Content And Per Relevant Is Code. 4 Evaluation Of Liquefaction Potential As Per Annex F Of 1893 ( Part-1 ) 2016. 5 Recommendation Of Type Of Fdn Viz Shallow, Deep / Pile / Raft / Required And Minimum Depth Of Foundation Considering Soil Strata. 6 Assessment / Recommendation Of Sbc For Shallow Foundation Is Olated Combined For Various Sizes Of Footing Upto 4M Size At Depth Of 1.0, 1.5, 2.0, 2.5M Depth. 7 Submission Of Report As Per Relevant Is Code Including Supported Calculation In Triplicate. ---- Total Quantity :

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