Job Order For Survey And Soil Investigation For Provn Of 1X 450 Mt Lrc Igloo Of 1 . 1 Unhd Amn At 82 Amn Pl Babina Cantt, GE BABINA-Uttar Pradesh

Job Order For Survey And Soil Investigation For Provn Of 1X 450 Mt Lrc Igloo Of 1 . 1 Unhd Amn At 82 Amn Pl Babina Cantt , 1 . Mobilisation Of Mechanical Drilling Equipment / Rig And Shifting Of Entire Arrangement From One Bore To Another Hole Location And Setting Of Boring / Drilling Rig As Reqd/ Direction By Engr-In-Charge . 2 . Boring 150Mm Dia Bores Holes To 10 Mtr Depth Through Following Type Of Strata:- ( A ) Any Type Of Soil . ( B ) Soft Rock ( C ) Hard Rock 3 . Collection Of Undisturbed Soil Sample At 3M Interval Or Any Change Of Strata In 100Mm Bore Thin Walled Tube Invl Waxing Sealing , Packing And Transporting To The Lab . 4 . Carrying Out Standard Penetration Test Incl Collecting Of Disturbed Soil Sample In Bore Holes At Every 1 . 5M Depth Or Any Change Of Strata And Submit The Report With All Requisite Data . 5 . Conducting Necessary Tests As Per Relevant Is Codes / Nbc 2005/Sp-36 On All Collected Samples Which Incl The Determination Of:- ( A ) Atterberg Limits . ( B ) Natural Moisture Content ( C ) Wet And Dry Density . ( D ) Soil Particle Size Distribution Using . ( E ) Try Axial Shear Test C & C Determination . ( F ) Shrinkage Limit . ( G ) Consolidation Test ( H ) Specific Gravity Test For Sand Rock ( J ) Crushing Str Of Rock Sample ( K ) Permibility Test ( L ) Chemical Analysis Of Ground Water Sample ( Min 02 Sample ) ( M ) Free Soil Index ( N ) Chemical Anaysis Of Soil . , Note:-1 . Rate Includes All Items Of Work S Necessary For Carrying Out Complete Soil Exploration Work , Collecting Of Sample , Testing At Any Nabl Accredited Laboratory And Field Test Result At Submission Four Set Of Report Need To Be Submitted . 2 . Rate Include For Submission Of Detailed Recommendation For Shallow Foundation & Bearing Capacity Of Soil ( Sbc ) At 1 . 5/2 . 0/3 . 0 M Depth Type Of Foundation And Depth Of Footing Be Clearly Specified . 3 . In Case Very Weak Soil Strata Is Encounted , Recommendation About Pile Foundation I . E Type , Dia , Depth Of Pile Safe Load Carrying Capacity And Socketting Of Pile Into Hard Rock Shall Be Clearly Given In The Report , Also Measures For Ground Improvement If Required Be Included In The Report Safe Bearing Capacity Shall Be Worked Out Based On N Value Shear Failure And Settlement Area .

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	07-08-2020	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	14-08-2020

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