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The STARA (THE CITY OF HELSINKI CONSTRUCTION SERVICE COMPANY) has issued a Tender notice for the procurement of a Geolujite, Malminkentta 2026 in the Finland. This Tender notice was published on 20 May 2026 and is scheduled to close on 22 May 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. 141647249, while the tender notice number is HEL 2026-008240 and Registering on the platform.
Procurement Summary
Country: Finland
Summary: Geolujite, Malminkentta 2026
Deadline: 22 May 2026
Posting Date: 20 May 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 141647249
Document Ref. No.: HEL 2026-008240
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
Purchaser's Detail
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Email: Login to see tender_detailsLogin to see details Tender Details REQUEST FOR REQUESTS Stara, the city of Helsinki's construction services company, requests your offer for the procurement of georeinforcement materials in accordance with this RFP. The procurement entity is Stara. The procurement will be used by the Department of Urban Infrastructure Construction small-scale procurement of material below the national threshold value. The object of procurement is georeinforcement delivered to Stara's work site. The work site, Ukonniity's preload embankment, is located in Malminkentä (former Malmi airport). order with one supplier. This procurement notice has been sent for publication on 19 May 2026 in the public procurement Tender service, through which the tender must be prepared and submitted. MATERIAL REQUIREMENTS The type of georeinforcement used is reinforcing fabric. Firmly the manufacturing material is polyester. The specific strength required according to the plans is shown as approx. 400 kN/m, when the design strength is 130 kN/m, and the specific strength is approx. 170 kN/m, when the design strength is 50 kN/m. The long-term tensile strength (design strength) will reach a maximum of 4% by stretching (standard tensile test SFS-EN ISO 10319) and the creep during use must not be a maximum of 1%. More detailed quality requirements in the attached Statement of Work. QUANTITY ESTIMATE The customer has estimated the theoretical amount of georeinforcement in the structures as follows: Access to the field 326 m2rtr, taking into account losses and limitations approx. 375 m2, design strength 130 kN/m / specific strength 400 kN/m, Lower reinforcement, transverse 1993 m2rtr, taking into account losses and limitations approx. 2, 292 m2m... Documents
Published: 19/05/2026 Deadline for submitting questions: 21/05/2026 Deadline for tenders: 22/05/2026
Procurement Documents for Finland
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