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| 1 | Charges towards mobilization & de-mobilization of resources, comprising instrument, equipment and personnel at the proposed site and demobilization after completion of in situ test. |
| 2 | Shifting & setting of boring / drilling machine from one borehole to other |
| 3 | Exploratory drilling 150 mm dia. Of boreholess in all type of overburdend soil, up to a maximum depth of 35m or up to refusal, whichever met earlier, by percusion method with skilled labours, technical manpower, tools & plants, equipment. Note: Refusal shall be defined when \"N\" value reached 100 for penetration of 300 mm. (3 bore holes of 15 m each & 2 bore holes of 20 mtr ) |
| 4 | Conducting standard penetration test as per IS: 2131 in the boreholes at an interval of 1.5mtr in depth and at every change of strata from borehole |
| 5 | Collection of undisturbed soil samples from all boreholes at intervals of 3.00 mtr in depth and at every change of strata from borehole |
| 6 | Collection of disturbed soil samples in the boreholes at an intervals of 1.50 meter in depth and at every change of strata from borehole |
| 7 | Measurement of ground water level after completion of each borehole and collection of water samples. |
| 8 | LABORATORY TESTING |
| 9 | Cohesion & angle of Internal friction |
| 10 | Water absorption test |
| 11 | Waters welling properties |
| 12 | Chemical Analysis of soil and ground water |
| 13 | Natural Moisture content |
| 14 | Bulk density |
| 15 | Dry & wet density |
| 16 | Specific Gravity |
| 17 | Liquid and Plastic, Shrinkage limit |
| 18 | Plastic and Liquidity Index(Cohesive Soils) |
| 19 | Particle Size Distribution, grain size analysis |
| 20 | Consolidation Characteristics |
| 21 | California Bearing Ration(C.B.R.)Test |
| 22 | Stabilization Test |
| 23 | Unconfined compressive tests |
| 24 | Triaxial Shear test |
| 25 | Water analysis |
| 26 | Organic matter |
| 27 | Any Other Test that is required for the report. |
| 28 | Chemical analysis of soil samples |
| 29 | Submission of detailed Geo-technical investigation report in duplicate including safe / allowable bearing capacity for foundation and detailed calculation, results of field and laboratory tests tabulated along with bore logs. (FOUNDATION ENGINEERING EVALUATION AND RECOMMENDATIONS as per Clause 8, 8.1 &8.2 of the tender document) |
