Provision Of Deficient Ac Parking Shelters ( Qty08 ) At Af Stn Bareilly, GE (AF) Bareilly-Uttar Pradesh

Provision Of Deficient Ac Parking Shelters ( Qty08 ) At Af Stn Bareilly , 1 . Soil Investigation : To Carry Out The Test To Ascertain Soil Profiles / Proportion To Determine California Bearing Ratio Value Complete With Field & Lab Investigation According To Relevant Is Specification Of , Is 2131 , Is 6403 , Is 1498 & Is 2720 . Conducting Soil Investigation For Following :- ( A ) 150 Mm Dia Meter Bore Holes As Per Is Specification To Be Made For Conduct Of Various Tests Including Standard Perpetrton Test ( Spt ) . ( B ) Bore Hole ( I ) For Soil Investigation = 2 ( 01 For Each Site ) ( Ii ) For Cbr Value = 0 As Marked By ( Iii ) For K Value = 0 Pen In Site ( C ) Depth Of Bore Hold = 6M Plan ( D ) Collection Of Undisturbed Soil Sample At Every Interval Of 1 . 00 Mtrs Or At Change Of Strata As Per Relevent Is Code . ( E ) Conducting Lab Test Of Disturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of Is 2720:- ( I ) Sieve Analysis & Grain Size Distribution By Sieve Analysis & Hydrometer Test . ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density / Dry Density . , ( F ) Conducting Lab Test On Undisturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of Is 2720 And Detailed Result Showing All Relevant Calculations , Inference , Indices And Parameter Shall Be Given In The Soil Report :- ( I ) Natural Moisture Content ( Ii ) Bulk Density ( Iii ) Specific Gravity ( Iv ) Free Swell Index And Swelling Properties Of Soil . ( V ) Organic Matter In Soil If Any . ( Vi ) Consolidation Test ( Compressed Index Value ) ( Vii ) Triaxial Compression Test & Determination Of Shear Parameters ( C & O Test ) As Per Relevant Is . ( Viii ) Harmful Salt ( Complete Investigation As Already Ref ) . ( G ) Ground Water Table :- ( I ) Maximum And Minimum Levels Of Ground Water In The Area With Source Of Information . ( Ii ) Ground Water Table During The Investigations . , Submisssion Of Six Copies Of Inkl Signed Test Report With Detailed Description Of Field Investigation , Soil Classification And General Nature Of Soil Strata , Water Table , Interpretation Of Test Results , Grains Size Distribution Curves , Compressive Index Curves , Site Plan Etc . , The Sbc Of The Soil Is Required To Be Given As Per Following Table Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 ( Pt-I ) -1976 , Is 2720 ( Pt-Ii ) -1980 Is 6403 , 1981 , Is 1904-1986 & Is 1080-1985 And Other Relevent Is Code And Detailed Calculation Duly Showing The Various Soil Parameter / Indices Shall Be Given In The Soil Report - , Depth Of Safe Bearing Capacity Of Soil In Foundation T / M2 For Footing Sizes 1M 1 . 2M X 1 . 2M 1 . 5M X 1 . 5M 2M X 2M 2 . 5M X 2 . 5M 1 . 5M 2 . 0M 2 . 5M , With Every Sites Soil Investigation Reports , A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed Location Of Foundation Of Adjacent Structures , Especially Those That Might Be Impacted By The Proposed Construction Should Be Indicated With Details In Site Plan . , Photographic Record Of Geo-Exploration As Well As Testing Shall Also From Part Of The Report . , Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out . In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site . , All Page Of The Soil Investigation Report Shall Be Serially Numbered Stamped And Signed By The Agency Carrying Out The Soil Investigation Report Should Be Scrutinized By Ge & Cwe For Correctness & Endorsed . , The Ge Shall Intimate The Approximate Type Of Construction , Utilization And Dimensions Of Proposed Building To The Consultant , Who Based On Geotechnical Investigation Should Recommend Type Of Foundation ( Viz Isolated / Combined Footing , Raft , Pile Etc . ) , In Case Of Undersigned Building / Basement Construction Or If Requirement Of Temporary / Permanent Deep Excavation Support Measure During Construction Of Building Are Envisaged Necessary Excavtion Support Measure During Construction Of Building Are Envisaged Necesary Excavation Support Measure To Be Given By The Consultant Based On Geotechnical Investigations . , Note :- 1 . Ch To 53 / 917 / 32 2 . Rate Are Inclusive Of All Taxes .

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	30-06-2020	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	07-07-2020

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