Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Functional Consultants; Engineering Design, Building And Construction; No; Hybrid(As Specified In Scope Of Work) - To Investigate The Sub-Surface Condition At Site (Phosphoric
Tender Overview
Project Description
Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Functional Consultants; Engineering Design, Building And Construction; No; Hybrid(As Specified In Scope Of Work) - To Investigate The Sub-Surface Condition At Site (Phosphoric Acid, Sulphuric Acid, Office Building For Upcoming Projects Etc. Or As Directed). The Maximum Depth To Be Drilled Is 15 M As Per Site Condition Below Existing / Surrounding Ground Level.The Soil Investigation Includes Following:1.0 Boring 100Mm Dia Bore Holes Through All Types Of Soil And Rock Upto A Maximum Depth Of 15 M.2.0 Drilling Through Rock Using Nx Size With Double Tube Core Barrel Fitted With Diamond Studded Drill Bit 3.0 Collecting The Undisturbed Soil And Rock S Les For Laboratory Testing And Record Purpose.4.0 Conducting Standard Penetrating Test (Spt) In Each Bore Hole At Regular Interval Of 1.5 M 5.0 Conducting Electrical Resistivity Test (2 No.)6.0 Conducting All Necessary Laboratory Tests:A) Standard Penetration Testb) Specific Gravityc) Sbc At Every 3M Depthd) Natural Moisture Content E) Tri Axial Compression Testf) Hydrometer Analysisg) Liquid And Plastic Limitsh) Chemical Analysis Such As Sulphates, Chlorides, Ph Etc.I) Porosity, Density, Specific Gravity, Rqd For Rockj) Soaked Crushing Strength Of Rock7.0 Collection Of Undisturbed S Les Of Underlying Strata8.0 Arranging All Soil, Rock S Les In Boxes With Proper Nomenclature.9.0 Transporting Selected S Les And Water To A Laboratory For Conducting Necessary Tests.10.0 Analysis And Interpretation Of Field And Lab Test Data For Preparation Of Geotechnical Investigation Report.11.0 Submission Of Report With Necessary Foundation Recommendations.
BOQ
| Sl. No. | Item Title | Item Description |
| 1 | To investigate the sub-surface condition at site (Phosphoric Acid, Sulphuric Acid, Office building for upcoming projects etc. or as directed). The maximum depth to be drilled is 15 m as per site condition below existing / surrounding ground level.The soil investigation includes following:1.0 Boring 100mm dia bore holes through all types of soil and rock upto a maximum depth of 15 m.2.0 Drilling through rock using NX size with double tube core barrel fitted with diamond studded drill bit 3.0 Collecting the undisturbed soil and rock samples for laboratory testing and record purpose.4.0 Conducting Standard Penetrating Test (SPT) in each bore hole at regular interval of 1.5 m 5.0 Conducting electrical resistivity test (2 no.)6.0 Conducting all necessary laboratory tests:a) Standard Penetration Testb) Specific Gravityc) SBC at every 3m depthd) Natural moisture content e) Tri axial compression Testf) Hydrometer Analysisg) Liquid and plastic limitsh) Chemical Analysis such as sulphates, chlorides, PH etc.i) Porosity, density, specific gravity, RQD for rockj) Soaked crushing strength of rock7.0 Collection of undisturbed samples of underlying strata8.0 Arranging all soil, rock samples in boxes with proper nomenclature.9.0 Transporting selected samples and water to a laboratory for conducting necessary tests.10.0 Analysis and interpretation of field and lab test data for preparation of Geotechnical investigation report.11.0 Submission of report with necessary foundation recommendations. | To investigate the sub-surface condition at site (Phosphoric Acid, Sulphuric Acid, Office building for upcoming projects etc. or as directed). The maximum depth to be drilled is 15 m as per site condition below existing / surrounding ground level.The soil investigation includes following:1.0 Boring 100mm dia bore holes through all types of soil and rock upto a maximum depth of 15 m.2.0 Drilling through rock using NX size with double tube core barrel fitted with diamond studded drill bit 3.0 Collecting the undisturbed soil and rock samples for laboratory testing and record purpose.4.0 Conducting Standard Penetrating Test (SPT) in each bore hole at regular interval of 1.5 m 5.0 Conducting electrical resistivity test (2 no.)6.0 Conducting all necessary laboratory tests:a) Standard Penetration Testb) Specific Gravityc) SBC at every 3m depthd) Natural moisture content e) Tri axial compression Testf) Hydrometer Analysisg) Liquid and plastic limitsh) Chemical Analysis such as sulphates, chlorides, PH etc.i) Porosity, density, specific gravity, RQD for rockj) Soaked crushing strength of rock7.0 Collection of undisturbed samples of underlying strata8.0 Arranging all soil, rock samples in boxes with proper nomenclature.9.0 Transporting selected samples and water to a laboratory for conducting necessary tests.10.0 Analysis and interpretation of field and lab test data for preparation of Geotechnical investigation report.11.0 Submission of report with necessary foundation recommendations. |
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