Quotation For Soil Investigation For Construction Of Rcc Over Head Water Tank In Troops Line Area Sqae ( A ) And Lpr Khamaria, Jabalpur-Madhya Pradesh

Quotation For Soil Investigation For Construction Of Rcc Over Head Water Tank In Troops Line Area Sqae ( A ) And Lpr Khamaria , Carrying Out Soil Investigation For Construction Of Water Tank , Water Sump , Pump House And Details:- , Geotechnical Investigation And Sub Soil Exploration By Mechanical Drilling Of 150Mm Dia Holes At Required Locations Upto A Minimum Depth Of 10 . 00M Or Hard Rock Profile From The Existing Ground Level , Testing For Sbc , Soil/Soft Rock Profile/Hard Rock Profile , Sub Soil Water Pressure Etc . The Total Numbers Of Bore Holes May Range From Minimum Of 10 Rm And Up To Max Of 30Rm . The Quotation Must Be Per Rm Rate And The Total Amount Payable Will Be Measured As Per Work Done . Note : ( I ) Approx 40 Rm Are Incorporated With Minimum 10 Rm Boreholes ( Ii ) Sbc Shall Be Determined At 1M Interval Upto 15 M Depth Or Hard Rock For Each Bore ( Iii ) Reports Shall Be Submitted For Project In Hard Copy - 04 Nos And Soft Copy - 02 Nos . ( Iv ) Rate Mentioned For Above Should Include Drilling Bore Holes , Determining Sbc And Providing Following Inputs As Mentioned At Ser No 1 ( A ) To ( E ) And Submission Of Report Including Mobilisation Of T & P:- , ( A ) M&L To Conduct Standard Penetration Test ( Spt ) In Any Type Of Soil Upto Minimum Depth Of 10 . 00 Mtr And Max 15 . 00 Mtr As Directed And As Per Is 2131-1981 With Collection Of Disturbed/Undisturbed Soil , Sample For Conducting Of Various Test As Per Is 2132 -2186 . Carrying Out Analysis Of Field/Lab Test To Arrive At Sbc Of Soil Including Total Settlement Characteristic Of Soil , Recommended Foundation ( Shallow Or Pile ) In The Form Of Soil Investigation For 10 , 000 Gallon Capacity Over Head Tank Of 15 Mtr Height From Gl . , ( B ) Lab Tests Shall Consists Of The Following:- ( I ) Soil Classification Based On Sieve Analysis And Liquid Limit And Plastic Limit Of Soil , Particle Size Wet And Dry Density , Specific Gravity , Consolidation Characteristic Site Natural Moisture Content . ( B ) Cohesion ( C ) Angle Of Internal Friction ( I ) Un Drained Test ( Uu ) ( Ii ) Consolidated Drained Test ( Cd ) ( Iii ) Consolidated Un Drained Test ( Cu ) ( Ii ) C Value Form An Un-Confined Test Equipment Clayey Soil In Met ( Iii ) Swelling Index And Swelling Pressure Test . ( Iv ) Chemical Test On Soil Like Ph Value Chloride/Sulphate Contents Etc . ( V ) Level Of Water Table , ( C ) Field Test ( I ) 150Mm Dia Bore For :- ( Ii ) Standard Penetration Test ( Stp ) For All Type Of Soils With Collection Of Disturbed Soil Sample . ( Iii ) Collection Of Disturbed/Undisturbed Samples And Indication Of Water Table Level At The Time Of Soil Investigation . , ( D ) Format Of Soil Investigation Report: ( I ) Introduction ( Ii ) Object Of Investigation ( Iii ) Scope Of Work/Project Details ( Iv ) Field Investigations , Different Field Tests ( V ) Laboratory Investigation/Different Lab Test ( Vi ) Soil Profile/Bore Log Details ( Vii ) Method Of Computing Safe Bearing Capacity/Pile Capacity ( Viii ) Sbc From Field Test Like Spst Tests . ( Ix ) Sbc From Lab Test Like Direct Shear Test ( X ) Sbc From Settlement Criteria ( Settlement Calculations Shall Be Given Considering Specific ( Xi ) Discussion And Type Of Foundation ( Xii ) Final Recommendation Of Sbc ( Xiii ) Any Other Suggestion , Precautionary Measures For Improvement Of Sbc ( If Required Graphs , Table Calculations ) ( Xiv ) Typical Calculation For Safe Bearing ( Xv ) Site Plan , Indicating Location Of Field Test And Sample Collection ( Xvi ) Bore Logs Indicating Type Of Soil And Classification C&Q Value , Cc ( Xvii ) Laboratory Test Results In Tabular Form ( Xviii ) Test Results On Rock Core If Drilling Was Done In Rock ( Xix ) Tri-Axial & Direct Shear Graps/Consolidation ( Xx ) Typical Elastic/Consolidation Settlement ( Xxi ) Load Vs Settlement Graphs . ( Xxii ) Soil Grain Analysis Graphical Presentation ( Xxiii ) Chemical Test Results Table , ( E ) Note ( I ) The Sbc Value Shall Be Given At Levels Of 1Mtr/1 . 2Mtr Increasing By 0 . 3 Mtr Upto 6Mtr Depth For Shallow Foundation Depending Upon Soil Profile Or In Piles As Directed And Specified In Relevant Is Codes . ( Ii ) Report Shall Be Submitted For Project In Hard Copy 04 Nos And Soft Copy -02 Nos

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	08-05-2020	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	15-05-2020

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