}
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    • Soil Testing Against Provn Of Rcc Framed Structure Two Wheeler Parking Shed For Scooter Cycle Near Bldg No E 70 At 806 Fwc Eme Of 607 Eme Bn Under Age Br I Of Ge West Ferozepur Cantt, FEROZEPUR CANTT-Punjab

    Military Engineer Services has published Soil Testing Against Provn Of Rcc Framed Structure Two Wheeler Parking Shed For Scooter Cycle Near Bldg No E 70 At 806 Fwc Eme Of 607 Eme Bn Under Age Br I Of Ge West Ferozepur Cantt. Submission Date for this Tender is 21-06-2021. Soil Survey Tenders in FEROZEPUR CANTT Punjab. Bidders can get complete Tender details and download the document.




    Tender Notice

    28165702
    Soil Testing Against Provn Of Rcc Framed Structure Two Wheeler Parking Shed For Scooter Cycle Near Bldg No E 70 At 806 Fwc Eme Of 607 Eme Bn Under Age Br I Of Ge West Ferozepur Cantt
    Open Tender
    Indian
    Punjab
    Ferozepur Cantt
    21-06-2021

    Tender Details

    Soil Testing Against Provn Of Rcc Framed Structure Two Wheeler Parking Shed For Scooter Cycle Near Bldg No E 70 At 806 Fwc Eme Of 607 Eme Bn Under Age Br I Of Ge West Ferozepur Cantt , Standard Penetration Test As Per Is:2131-1981 In Ordinary Soil Consisting Of Clay/Slit/Sand Of Their Mixture Up To Max 8 . 0M Depth With Shell And Auger Method Of Refusel ( N Value 30 Or Above ) Which Ever Is Earlier Incl Collection Of Samples Testing Of There Samples In Laboratory For Grain Size Analysis Atterberg Limit Water Content Cohesion Angle Of Internal Friction Specific Gravity Wet And Dry Bulk Density And Evalution Bearing Capacity Along With Strata Ogs And Submission Of Comprensive Report In Triplicate For The Proposed Site . , Standard Penetration Test As Per Is:2131-1981 In Ordinary Soil Consisting Of Clay/Slit/Sand Of Their Mixture Up To Max 15 . 0M Depth With Shell And Auger Method Of Refusel ( N Value 30 Or Above ) Which Ever Is Earlier Incl Collection Of Samples Testing Of There Samples In Laboratory For Grain Size Analysis Atterberg Limit Water Content Cohesion Angle Of Internal Friction Specific Gravity Wet And Dry Bulk Density And Evalution Bearing Capacity Along With Strata Ogs And Submission Of Comprensive Report In Triplicate For The Proposed Site .

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