A Boring Drilling 150 Mm Dia Bore Holes Upto 10 Mtr Depth ,B Collection Of Disturbed And Undisturbed Soil Sample Atinterval Of 1 Mtr , C To Carry Out The Test To Ascertain Soilprofile Proportion To Determine Safe Bearing Capacitycomplete With Field , D Conduct Lab Test On Disturbed Soilsamples , E Conducting Lab Test On Undisturbed Soil Sampleas Considered Necessary According To Relevant Specification, G Liquefaction Analysis To Be Enclosed With The Soilinvestigation Report , H Recommendation For Pile Foundationwith Pile Capacity , Submission Of Four Copies Of Ink Signedtest Report , The Sbc Of The Soil Is Required To Be Given Asper Following Table , With Every Site S Soil Investigationreport A Detailed Site Plan Showing The Approx Location Ofeach Bore Duly Numbered As Per Log , Every Page Of The Soilinvestigation Report , All Pages Of The Soil Investigationreport Shall Be Serially Numbered, Stamped And Signed ,Transportation Charges Including Loading And Unloading Ofheavy Girders , Photographic Record Of Geo Explorations Aswell As Testing Shall Also Form Part Of The Report , The Geshall Intimate The Approximate Type Of Construction , In Caseof Underground Buildings Basement Construction Quantity: 21