Empanelled with MoRTH under
Category IV : GeoTechnical Investigation
Rays Power Infra Pvt. Ltd.
Complete Project

1. Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-I) at Saharanpur, UP.

Project Type: Sub-Soil Investigation

Contract Value:

Project Detail
Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-I) at Saharanpur, UP.

Authority Under Whom Executed
Rays Power Infra Pvt. Ltd.
320, 3rd Floor, Murli Bhawan, Ashok Marg, Lucknow.

Time Taken: 2 Month

Remarks:Drilling of NX size borehole in all types of soil strata including lab test and submission of test report along with recommendation for safe bearing capacity at various depths. Conducting Electrical Resistivity Test, Lab CBR Test.

2. Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-II) at Saharanpur, UP.

Project Type: Sub-Soil Investigation

Contract Value:

Project Detail
Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-II) at Saharanpur, UP.

Authority Under Whom Executed
Rays Power Infra Pvt. Ltd.
320, 3rd Floor, Murli Bhawan, Ashok Marg, Lucknow.

Time Taken: 2 Month

Remarks: Drilling of NX size borehole in all types of soil strata including lab test and submission of test report along with recommendation for safe bearing capacity at various depths. Conducting Electrical Resistivity Test, Lab CBR Test.

3. Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-III) at Saharanpur, UP.

Project Type: Sub-Soil Investigation

Contract Value:

Project Detail
Soil Investigation, Electrical Resistivity Test & CBR Test for proposed 100 MW Solar Power Plant (Phase-III) at Saharanpur, UP.

Authority Under Whom Executed
Rays Power Infra Pvt. Ltd.
320, 3rd Floor, Murli Bhawan, Ashok Marg, Lucknow.

Time Taken:

Remarks: All field activities, conducting SPT collection of DS & UDS including lab test and submission of test report along with recommendation for safe bearing capacity at various depths.

Clients

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