Tender For Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole

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Tender for Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. B) Detailed Investigation Payment Will Be Made After Successful Completion Of Work. Preliminary Investigation Is Mainly For Collection Of Disturbed Samples Where Deployment Of Heavy Machineries Is Not Involved. , Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. Some Samples Are To Be Kept At Sub-Division Office For Additional Testing By The Engineer-In-Charge. Detailed Investigation. Some Samples Are To Be Kept At Sub-Division Office For Additional Testing By The Engineer-In-Charge. , Labour For Boring By Sinking And Finally Withdrawing 50Mm To 100Mm Dia. (Internal) Pipe By A Standard Method To Any Depth Below Ground Level / Bed Level In All Types Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks, Including Collection Of Disturbed Soil Samples And Including Preparation And Submission Of Bore-Log As Per Standard Proforma And Also Including Hire Charges Of Tool And Plants Complete As Per Direction Of Engineer-Incharge. A) Depth 0M To 30M , A. Laboratory Investigation: I) Liquid Limit As Per Is 2720 (Part - V). , Ii) Plastic Limit As Per Is 2720 (Part - V) , Iii) Grain Size Analysis By Sieving As Per Is 2720 (Part - Iv). , Iv) Grain Size Analysis By Hydrometer Method As Per Is 2720 (Part - Iv). , V) Determination Of Water Content As Per Is 2720 (Part - Ii). , Vi) Determination Of Specific Gravity As Per Is 2720 (Part - Iii). , Vii) Direct Shear Test As Per Is 2720 (Part - Xiii). , Viii) Determination Of Unconfined Compression Strength As Per Is 2720 (Part - X). A) Undisturbed. , B) Remoulded. , Xii) Determination Of Water Contentdry Density Relation Usingheavy Compaction As Per Is 2720 (Part - Viii). , A) Determination Of Shear Strength Parameters Of A Specimen Tested In Unconsolidated Undrained Tri-Axial Compression Without Measurement Of Pore Water Pressure As Per Is 2720 (Part - Xi). , B) Determination Of Shear Strength Parameters Of A Specimen Tested In Consolidated Undrained Tri-Axial Compression Test With Measurement Of Pore Water Pressure As Per Is 2720 (Part - Xii). , C) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 (Part - X). , Xix) Determination Of Centrifuge Moisture Equivalent As Per Is 2720 (Part- Xix). , Xxiv) Determination Of Ph Value As Per Is 2720 (Part- Viii). , B Field Investigation: Vi) Standard Penetration Tests (S.P.T.) By Split Spoon Sampler In The Bore Hole As Per Is 2131. (I)0.0M - 10.0M , (Ii)10.0M-20.0M , (Iii)20.0M-30.0M , Vii) Static Cone-Penetration Test As Per Is 4968 (Part - Iii). , Viii) Dynamic Cone-Penetration Test Using 50Mm Cone Without Using Bentonite Slurry As Per Is 4968 (Part - I). , Xiii) Load Tests Of Soils (Loading Arrangement Shallbe Done By The Client) As Per Is 1888. A) For Evaluation Of Bearing Capacity & Settlement , B) For Evaluation Of Sub-Grade Modulus , Xiv) Observation Of Water Table , Preparation And Submission Of Report In 6 (Six) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer- In-Charge. B) Detailed Investigation , Gst @ 18%(Cgst 9% + Sgst 9%) Of Above , Labour Welfare Cess@1%