Provision Of Qty 12 Sunscreen Shelter 05 Each For 8 And 24 Sqn And Two For Tech Flt At Modern Hanger At Af Stn Bareilly Job No Cac/Cap/60/16-17, GE (AF) IZATNAGAR-Uttar Pradesh

Provision Of Qty 12 Sunscreen Shelter 05 Each For 8 And 24 Sqn And Two For Tech Flt At Modern Hanger At Af Stn Bareilly Job No Cac / Cap / 60 / 16-17 , Soil Investigation :- To Carry Out The Test For Ascertain Soil Profiles / Proportion To Determine Safe Bearing Capacity Complete With Field & Lab Investigation According To Relevant Is Specification Of , 2131 & 950 ( Part-I ) , 6403 , 1498 & 2720 . ( A ) Conducting Soil Investigation For Following . ( A ) 150 Mm Dia Meter Bore Holes As Per Is Specification ( I ) For Soil Investigation = 06 Boreholes . ( Ii ) For Cbr Value = 0 ( Iii ) For K Value = 0 As Marked By Pen In Site Plan ( Iv ) Depth Of Bore Holes = 6M ( C ) Collection Of Undisturbed Soil Sample At Every Interval Of 1 . 00 Mtrs Or At Change Of Strata As Per Relevent Is Code . ( D ) Conducting Lab Test Of Disturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of 2720:- ( I ) Sieve Analysis &Gain Size Distribution By Sieve Analysis & Hydrometer Test ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density / Dry Density , ( E ) Conducting Lab Test On Undisturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of 2720 And Detailed Result Showing All Relevant Calculations , Inference , Indices And Parameter Shall Be Given In The Soil Report - ( I ) Sieve Analysis ( Ii ) Atterbergs Limit ( Iii ) Natural Moisture Content ( Iv ) Bulk Density ( V ) Particle Size Analysis ( Vi ) Specific Gravity ( Vii ) Free Swell Index And Swelling Properties Of Soil ( Viii ) Organic Materials If Any ( Ix ) Consolidation Test ( Compressed Index Value ) ( X ) Triaxial Compression Test & Determination Of Shear Parameters ( C & O Test ) . ( Xi ) Harmful Salt ( Complete Investigation As Already Ref ) . 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 . 3 . 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 . , 4 . 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 Anfd Detailed Calculation Dul Showing The Various Soil Parameter / Indices Shall Be Given Uin The Soil Report - Depth Of Foundation Safe Bearing Capacity Of Soil In T / M2 For Footing Sizes Remarks 1 . 2M X 1 . 2M 1 . 5M X 1 . 5M 2M X 2M 2 . 5M X2 . 5M 1M 1 . 5M 2 . 0M 2 . 5M 5 . 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 . 6 . 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 Site Of A Single Job Are Being Investigation Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site . 7 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 , 8 Transportion Change Including Loading And Unloading Of Heavy Girders T&P Techician Etc Complete From Laboratory To Work Site And Back Shall Be Deemed Included In Rate Quoted By Bidders . 9 Photographic Record Of Geo-Exploration As Well As Testing Shall Also From Part Of The Report . 10 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 Investigation . , Note :- 1 . Ch To 53 / 917 / 32 2 . Rate Are Inclusive Of All Taxes .

Refer document

Refer document

INR 60000.0 /-