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Technical Testing Service in an Accredited Tender - 143099709

The UZYULKUPRIK CLUSTERING KASHKADAR REGION BRANCHES OF DM has issued a Tender notice for the procurement of a Technical Testing Service in an Accredited Research Laboratory in the Uzbekistan. This Tender notice was published on 11 Jun 2026 and is scheduled to close on 17 Jun 2026, with an estimated Tender value of UZS 131000000. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 143099709, while the tender notice number is 26110012496050 and Registering on the platform.

Procurement Summary

Country: Uzbekistan

Summary: Technical Testing Service in an Accredited Research Laboratory

Deadline: 17 Jun 2026

Posting Date: 11 Jun 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 143099709

Document Ref. No.: 26110012496050

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: UZS 131000000

Purchaser's Detail

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Tender Details

"Prismatic pile control test (8 pieces) with statistical pressure loads" within the framework of the project "Reconstruction of the road overpass located on Mustaqillik street, Karshi city, Kashkadarya region". 1. Static creep test of movable piles a direct field method of determining the pile's load-carrying capacity and its location under increasing vertical load. This provides an opportunity to confirm the design solutions and the performance of the foundation in real soil conditions. 2. Test methodology and requirements regulated by standards. For more information, see GOST 5686-2012 or GOST 32311-2012. 3. Test technology Pile preparation The pile head is leveled. The section is prepared so that the load is strictly transmitted along the vertical axis. 4. Boot system boot produced by hydraulic jacks. The element supporting the jacks is usually a load platform with calibrated weights (concrete blocks) or a system of beams fixed to anchor piles. 5. Loading steps to the load pile carried out step by step. The size of each step depends on the design load. After each step, the position of the pile is expected to stabilize. 6. Data recording The location of the pile is measured using high-precision deflection gauges. If stability is considered achieved if the calculation speed does not exceed standard fractions of a millimeter per hour. 7. How are the results interpreted? Load carrying capacity Structured load-installation relationships are the result
Status : Eʼlon qilindi Source of funding: Budget

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