It is recommended that following to be included: Description of the existing site conditions Distinct demarcation with coordinates of bore hole location on respective plot as well in desciption. Performance of selected laboratory for tests Unit of measurements Abbreviations/ definition of terms used Recommendations for foundation design Summary of conclusions regarding the ground conditions with respect to geotechnical engineering Rewrite 4.0 as under The work will adopt the combination of survey, CPT, BORING, SPT, TESTPITS and LAB TESTING. Under article 4.2 “Detailed description for construction methodology” Cone Penetration Test (CPT) Equipment detail and CPT procedure to be added. Sampling procedure to be included. Under 4.2.3 “Laboratory Testing” Name of Laboratory (approved by NRL) is to be included. Include list of tests being performed. Ensure providing the Following data as minimum: Allowable bearing capacity of soil related to settlement and foundation depth Expected short term and long-term settlements Specific weight of soil (dry and wet) Cohesion and friction angle Elastic modulus Dynamic modulus Westergaard modulus Water table elevation (minimum, Maximum) Soil permeability Soil chemical characteristics

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Rewrite 4.0 as underThe work will adopt the combination of survey, CPT, BORING, SPT, TESTPITS and LAB TESTING.

Under article 4.2 “Detailed description for construction methodology”Cone Penetration Test (CPT) Equipment detail and CPT procedure to be added.Sampling procedure to be included.

Under 4.2.3 “Laboratory Testing” Name of Laboratory (approved by NRL) is to be included.Include list of tests being performed.

Ensure providing the Following data as minimum:Allowable bearing capacity of soil related to settlement and foundation depthExpected short term and long-term settlementsSpecific weight of soil (dry and wet)Cohesion and friction angleElastic modulusDynamic modulusWestergaard modulusWater table elevation (minimum, Maximum)Soil permeabilitySoil chemical characteristics