GTR 112465026

Tenders Are Invited For Reconstruction Of The Section Of Municipal Road No. 380404W From Km 2+007.64 To Km 2+987.64 In The Town Of Kozłów Szlachecki, Nowa Sucha Commune, Sochaczewski Poviat

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
112465026
Tendering Authority
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Tender No
ZP:271.4.1.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Section Of Municipal Road No. 380404W From Km 2+007.64 To Km 2+987.64 In The Town Of Kozłów Szlachecki, Nowa Sucha Commune, Sochaczewski Poviat
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
18-05-2026 Closed
Work Detail
1. The Subject Of The Order Is The Implementation Of The Investment Task Entitled: Reconstruction Of The Section Of Municipal Road No. 380404W From Km 0+007.64 To Km 2+987.67 In The Town Of Kozłów Szlachecki, Nowa Sucha Commune, Sochaczewski Poviat. The Task Is Co-Financed By The Government Road Development Fund. The Designed Asphalt Concrete Road Road Will Have A Basic Width Of 5.5 M And Both Sides Of Crushed Aggregate Shoulders 0.75 M Wide. Length Of The Section L = 980.00 Mb.2. The Scope Of The Order Includes: 1) Preparatory Works: Surveying Services For The Investment, Including Carrying Out An As-Built Surveying Inventory; Dismantling The Asphalt Concrete Surface, Removing Soil And Rubble.2) Subbases: - Mechanical Construction Of The Roadbed On Road Widenings; - Profiling And Mechanical Compaction Of The Subgrade For The Structural Layers Of The Pavement; - Preparation Of The Subbase From Crushed Aggregate - Lower And Upper Layers; - Mechanical Cleaning Of Structural Layers Improved With Bitumen; - Mechanical Sprinkling Of Bituminous And Non-Bituminous Structural Layers With Emulsion Asphalt3) Surfaces: - Preparation Of A Binding Layer From The Ac 16W Mineral-Asphalt Mixture; - Preparation Of A Wearing Course From The Ac 11 Mineral-Asphalt Mixture, With A Layer Thickness Of 4 Cm After Compaction. - Laying A Geogrid At The Junction Of The Pavement Widening With The Existing Surface. 0/31.5 Gr. 15 Cm.5) Traffic Safety Devices: Insertion Of Permanent Traffic Organization Elements;3. The Detailed Description Of The Subject Of The Order Is Annex No. 11 To The Swz (It Consists Of The Following Documents: Design, Technical Documentation, Permanent Traffic Organization Design).
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