Soil Testing Against Provision Of Otm Accn Of Hq 7 Inf Div Ph Ii At Ferozepur Under Ge West Ferozepur Cantt

Tender Notice

28165692
Soil Testing Against Provision Of Otm Accn Of Hq 7 Inf Div Ph Ii At Ferozepur Under Ge West Ferozepur Cantt
Indian
Punjab
11-06-2021
21-06-2021
23-06-2021

Tender Details

Soil Testing Against Provision Of Otm Accn Of Hq 7 Inf Div Ph Ii At Ferozepur Under 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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Name of Work :- PROVN OF OTM ACCN OF HQ 7 INF DIV (PH-II) AT FEROZEPUR UNDER GE (WEST) FEROZEPUR CANTT.
Sl. No. Item Description Item Code / Make Qty Units
1 1 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. BI01010001010000000000000515BI0100001112 6 Nos
2 2 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. BI01010001010000000000000515BI0100001113 2 Nos
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