GTR 110544011

Tenders Are Invited For Reconstruction Of The Road With Yomb Boards In Chałupy

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
110544011
Tendering Authority
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Tender No
ZP.271.9.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Road With Yomb Boards In Chałupy
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
10-04-2026 Closed
Work Detail
The Subject Of The Order Is Reconstruction Of The Road With Yomb Boards In Chałupy. The Reconstruction Of The Municipal Road Includes The Following Scope Of Works: - Excavations For A New Road Surface Structure; - Stabilization Of The Ground With A Mixture Of Aggregates Bonded With C3/4 Cement; - Construction Of Designed Surface Structures; - Construction Of Roadsides And Tidying Up The Adjacent Area Within The Road; - Connection To The Existing Road Made Of Concrete Cubes - Connection To The Existing Exits. The Investment Will Be Implemented In Chałupy On Plots No. 76/5, 78/6, 78/8 Rev. Świeszyno, Świeszyno Commune, Koszalin Poviat, Voivodeship West Pomeranian Voivodeship. A Detailed Description Of The Subject Of The Order, Including A Detailed Scope Of Works/Works To Be Performed, Is Included In The Design Documentation (Stwiorb; Bills Of Quantities; Technical Designs). This Documentation Constitutes An Appendix To This Specification. (Annex No. 1 To The Swz). Length Of The Road To Be Reconstructed: 221.14 M The Following Surface Structure Made Of Yomb Type Slabs Was Adopted: - Surface Layer Made Of Openwork Concrete Slabs Of The Yomb Type (Reinforced At The Top And Bottom), Dimensions 12X75x100cm, Thickness. 12Cm - Cement-Sand Bedding 1:4 (R28-14Mpa), Thickness. 5Cm - Substructure - Crushed Aggregate 0/31.5 C90/3 Stab. Down. (E2>130Mpa), Gr. 15Cm - Auxiliary Base - Stab Mix. Cem. C3/4 (Rm<6Mpa), Gr. 15Cm- Wup – Stab. Sand. Down. ((E2>50Mpa), Thickness Min. 15Cm (Thickness Depends On The Thickness Of The Replaced Peat Layer And Uncontrolled Embankment). Other Detailed Requirements Are Included In Point 3, Chapter I Of The Swz.
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