Soil Investigation for Special Repair to Building No 350 Archery at HQ EAC U AF BOQ Title BOQ BID

Soil exploration by wash boring using 50 mm casing pipe driven into ground, water force under pressure through a hollow drill rod 25 mm dia fitted with chopping bit including collection of disturbed and undisturbed samples at 150 cm interval and carrying out all relevant lab test , test should also covered standard penetration test, total depth of soil investigation should be 6 mtr to 10 mtr depth, The report of soil investigation should clearly specify the following for 02 Nos Holes , Introduction, Object of investigation, Scope of Work oblique project detail, Field investigation, Different field area, Lab investigation, Different lab investigation, Method of computing Safe Bearing Capacity oblique Pile Capacity, Soil profile base log detail, SBC from field test like plate load oblique SPT oblique SCPT, SBC from lab test like Direct Shear, C and O value of soil, SBC from settlement criteria settlement calculation shall be given considering specific structure to be constructed, Dept of foundation for seismic zone V, Final recommendation for SBC, Any suggestion oblique precaution measures for improvement of SBC, Typical calculation for SBC from shear criterion, Site plan for indication field test and sample collection, Bore logs indicating type of soil and classification Cc value, Cv value, field density, Lab test in tubular form, Test result on rock core if core is done on rock, Triaxial, Direct Consolidation test graphs, Typical elastic and consolidation settlement calculation