​ Geomechanical Assessment of the Stability Tender - 146362575

The HOLCIM POLSKA SPÓŁKA AKCYJNA has issued a Tender notice for the procurement of a ​ Geomechanical Assessment of the Stability of the Slope and Dump of the Lubień Basalt Mine with Numerical Analysis in the Poland. This Tender notice was published on 01 Aug 2026 and is scheduled to close on 13 Aug 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 146362575, while the tender notice number is and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: ​ Geomechanical Assessment of the Stability of the Slope and Dump of the Lubień Basalt Mine with Numerical Analysis

Deadline: 13 Aug 2026

Posting Date: 01 Aug 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 146362575

Document Ref. No.:

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

The subject of the order is the development of a comprehensive geomechanical expertise assessing the stability of the western and northern slopes, a selected part of the southern slope and the deposits of the "Lubień" Basalt Mine, along with determining the maximum safe operating range. The preparation of technical documentation is intended for approval by the Mining Plant Operations Manager (KRZG). Scope of the order Field works and inventory: Mandatory on-site visit to the mine area "Lubień" basalt. Geological and geomechanical inventory of the slope and assessment of the quality of the rock mass. Analysis of geometric conditions of loss of stability resulting from the system of cracks and discontinuity surfaces. Analysis of archival materials: Overview available geological, geotechnical, mining documentation and archival studies on excavation stability. Laboratory tests: Tests of rock samples (20 samples): uniaxial compressive strength tests (Rc / UCS) with determination Young's modulus (E), Poisson's ratio (ν) and critical strain, as well as indirect tensile tests using the Brazilian method (recommended to provide long rock cores). Tests of dump formations (4 measurement series): direct shear tests in order to determine mechanical and deformation parameters. Numerical modeling and analyses: Determination of computational parameters of the rock mass and dump formations based on laboratory tests and ...
Province: LOWER SILESIA

Documents

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