CONSULTANCY SERVICES FOR SOIL INVESTIGATION AT DHRANGADHRA

Soil investigation for testing safe bearing capacity of soil conducting Standard Penetration test, carrying out bore hole by Manual Auger, Determination of soil by performing standard penetration test as per IS-2131 by boring 10.00 mtr Depth or refusal alongwith SPT at suitable interval, collection of soil sample (disturbed) their complete lab analysis as per relevant IS code reqired for the computation of bearing capacity for such as : (A) FIELD INVESTIGATION (B) UNDISTURBED SOIL SAMPLES AS PER IS-2720 PART-I, 1983. (i) Sieve Analysis Test. (ii) Atterburg's Limit Test. (iii) Natural Moisture Content. (iv) Partical Size Analysis Test. (v) Wet Density Test. (vi) Dry Density Test. (vii) Specific Gravity Test. (viii) Triaxial Compression Test and determination of shear parameter (C&S) (ix) Consoliidation Test. (C) DISTURBED SOIL SAMPLE (i) Sieve Analysis Test. (ii) Atterburg's Limit Test. (D) STANDARD PENETRATIN TEST. (E) LABORATARY WORKS (F) CALCULATION DETAILS OF BEARING CAPACITY. (G) SOILCLASSIFICATION AND GENERAL NAUTRE OF SOIL STRATA. (H) WATER TABLE. (J) INTERPRETATION OF TEST RESULT. (K) CONCLUSION & RECOMMENDATION Recommendation in respect of depth and type of foundation for building including Mobilization and demobilization charge sofr men and equipnent to proposed site and back, Vetting of reports from IIT/NIT/Government Engineer College. Recommendation in respect of depth and type of foundation for building.

Soil investigation for testing safe bearing capacity of soil conducting Standard Penetration test, carrying out bore hole by Manual Auger, Determination of soil by performing standard penetration test as per IS-2131 by boring 06.00 mtr Depth or refusal alongwith SPT at suitable interval, collection of soil sample (disturbed) their complete lab analysis as per relevant IS code reqired for the computation of bearing capacity for such as : (A) FIELD INVESTIGATION (B) UNDISTURBED SOIL SAMPLES AS PER IS-2720 PART-I, 1983. (i) Sieve Analysis Test. (ii) Atterburg's Limit Test. (iii) Natural Moisture Content. (iv) Partical Size Analysis Test. (v) Wet Density Test. (vi) Dry Density Test. (vii) Specific Gravity Test. (viii) Triaxial Compression Test and determination of shear parameter (C&S) (ix) Consoliidation Test. (C) DISTURBED SOIL SAMPLE (i) Sieve Analysis Test. (ii) Atterburg's Limit Test. (D) STANDARD PENETRATIN TEST. (E) LABORATARY WORKS (F) CALCULATION DETAILS OF BEARING CAPACITY. (G) SOILCLASSIFICATION AND GENERAL NAUTRE OF SOIL STRATA. (H) WATER TABLE. (J) INTERPRETATION OF TEST RESULT. (K) CONCLUSION & RECOMMENDATION Recommendation in respect of depth and type of foundation for building including Mobilization and demobilization charge sofr men and equipnent to proposed site and back, Vetting of reports from IIT/NIT/Government Engineer College. Recommendation in respect of depth and type of foundation for building.