}
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    • Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Sh Soil Investigation, Narela-Delhi

    Public Works Department-PWD has published Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Sh Soil Investigation. Submission Date for this Tender is 22-07-2021. Cutting Crimping and Punching Tools Tenders in Narela Delhi. Bidders can get complete Tender details and download the document.




    Tender Notice

    28501810
    Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Sh Soil Investigation
    Open Tender
    Indian
    Delhi
    Narela
    22-07-2021

    Tender Details

    Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Construction Of Conventional Bus Depot No . 1 And No . 2 On Ground Floor Sector A-1 , A-4 At Narela , Delhi . Sh Soil Investigation . , 1 . Conducting Soil Investigation Tests For Determination Of Net Safe / Allowable Bearing Capacity In All Kind Of Soil By Using Shell And Auger Equipment Including Standard Panitration Test As Per Is:2131-1981 And Considering Latest Is Codes , Collection Of Undistrubed Soil Samples At Every Identifiable Change Of Strata , Conducting Laboratory Tests On Soil Samples To Decide Necessary Shear Strength Parameters Of Soil As Well As Compression Index And Coefficient Of Consolidation . These Tests Include Natural Moisture Content , Bulk And Dry Density , Liquid And Plastic Limits , Particle Size Distribution , And Specific Gravity , Atterbergs Limit Test , Unconfined Compression Tests , Tri-Axial Shear Tests And Consolidation Tests On Specimen , From Collected Undisturbed Soil Samples And Particle Size Distribution , Liquid Limit , Plastic Limit Etc . On Specimen From Collected Disturbed Soil Samples . Conducting Chemical Analysis Of Subsoil Water And Total Dissolved Solids In Water For Each Borehole Including Preparation & Submission Soil Investigation Report , Giving Complete Comprehensive Record Of Field And Laboratory Investigations And Interpretation In Soft And Hard Copy ( 3 Sets Of Each Report ) All Complete And As Per Direction Of Engineer-In-Charge . A ) By Boring Hole Of 150Mm Dia And 15 M Deep .

    Key Value

    Document Fees
    Refer document
    EMD
    INR 5000.0 /-
    Tender Value
    INR 1.05 Lakhs /-

    BOQ Items

    Name of Work: Construction of conventional Bus Depot No. 1 and No. 2 on ground Floor Sector A-1, A-4 at Narela, Delhi. SH:- Soil Investigation.
    Sl. No. Item Description Item Code / Make Quantity Units
    1 1 1. Conducting Soil investigation tests for determination of net safe / allowable bearing capacity in all kind of soil by using shell and auger equipment including standard panitration test as per IS:2131-1981 and considering latest IS Codes, collection of undistrubed soil samples at every identifiable change of strata, Conducting laboratory tests on soil samples to decide necessary shear strength parameters of soil as well as compression index and coefficient of consolidation. These tests include natural moisture content, bulk and dry density, liquid and plastic limits, particle size distribution, and specific gravity, Atterberg's Limit test, unconfined compression tests, tri-axial shear tests and consolidation tests on specimen BI01010001010000000000000515BI0100001116
    2 2 from collected undisturbed soil samples and particle size distribution, liquid limit, plastic limit etc. on specimen from collected disturbed soil samples. Conducting chemical analysis of subsoil water and total dissolved solids in water for each borehole including preparation & submission soil investigation report, giving complete comprehensive record of field and laboratory investigations and interpretation in soft and hard copy (3 sets of each report) all complete and as per direction of Engineer-in-Charge.\na) By boring hole of 150mm dia and 15 m deep. BI01010001010000000000000515BI0100001117 6 Each
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