| # | Service | Quantity |
|---|---|---|
| 1 | Preparation of a Rock Core with a Diameter of up to 100 mm with a Length to Diameter Ratio; 1:1 | 1 |
| 2 | Preparation of a Rock Core with a Diameter of up to 50 mm with a Length to Diameter Ratio; 1:1 | 1 |
| 3 | Cutting and Grinding of the Ends of each Core Specimen up to 54 mm Diameter for Various Tests | 1 |
| 4 | Cutting and Grinding of the Ends of each Core Specimen up to 100 mm Diameter for Various Tests | 1 |
| 5 | Saturation of Rock Samples for Various Tests | 1 |
| 6 | Drying the sample in a heater for24 hours | 1 |
| 7 | Encapsulation of each Rock Specimen for Direct Shear Test | 1 |
| 8 | Nomenclature for Constituents of Concrete Aggregates | 1 |
| 9 | Determining the Joint Roughness Coefficient (JRC) | 1 |
| 10 | Direct Shear Strength Tests of Rock Specimens Under Constant Normal Stress Using Servo Control Machine | 1 |