GTR 111889568
Tenders Are Invited For Road-Repair Works – Rdw In Parczew: Renovation Of The Provincial Road No. 813 Międzyrzec Podlaski – Parczew – Ostrów Lubelski – Łęczna, Section Witaniów – Łęczna
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
111889568
Tendering Authority
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Tender No
265680-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Road-Repair Works – Rdw In Parczew: Renovation Of The Provincial Road No. 813 Międzyrzec Podlaski – Parczew – Ostrów Lubelski – Łęczna, Section Witaniów – Łęczna
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
05-05-2026
Closed
Work Detail
Road-Repair Works – Rdw In Parczew: Renovation Of The Provincial Road No. 813 Międzyrzec Podlaski – Parczew – Ostrów Lubelski – Łęczna, Section Witaniów – Łęczna. 1. The Subject Of The Order Is: Renovation Of The Provincial Road No. 813 Międzyrzec Podlaski - Parczew - Ostrów Lubelski - Łęczna, Section Witaniów - Łęczna, From Km 92+900 To Km 94+400, 1,500 Km Long. The Scope Of Works Includes: A) Measurement Works For Linear Earthworks, Including Preparation Of An As-Built Geodetic Inventory; B) Corrective Milling Of The Bituminous Surface; C) Construction Of A Trough Under The Technological Band, D) Manual Profiling And Compaction Of The Subsoil For Construction Layers; E) Construction Of A Concrete Base Without Expansion Joints Under The Technological Band - Layer Thickness After Compaction 30 Cm; F) Making A Technological Strip From A Mineral-Bituminous-Clinical-Gravel Mixture With An Asphalt Binder - Layer Thickness After Compaction: 10 Cm; G) Performing Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Base And Bituminous Surface; H) Leveling The Existing Foundation With A Mineral And Asphalt Mixture; I) Making An Anti-Cracking Layer Under The Bituminous Layers With Reinforcing Mesh; J) Making A Binding Layer Of Mineral And Bituminous Grit Mixtures, Thickness After Compaction: 5 Cm; K) Making A Wearing Course Of Mineral-Bituminous Grit Mixtures, Thickness After Compaction: 4 Cm; L) Making A Wearing Course Of Mineral-Bituminous Grit Mixtures, Thickness After Compaction: 5 Cm; M) Strengthening The Roadsides With Crushed Stone, 10 Cm Thick After Compaction; N) Execution Of Demolition Works; O) Replacement Of Concrete Curbs Measuring 20X30; P) Construction Of A Concrete Foundation Without Expansion Joints And A Surface Made Of Concrete Paving Stones With A Thickness Of 6 Cm On Cement And Sand Bedding; Q) Height Adjustment Of Curbs And Driveway Surfaces Made Of Concrete Blocks; R) Rearranging Signs Or Signposts On The Post And Hectometer Signs; S) Dendrological Supervision By A Person With Appropriate Authorizations. The Detailed Scope Of Works Is Included In The Design Documentation, Temporary Traffic Organization Design, Technical Specifications For The Execution And Acceptance Of Construction Works And In The Bill Of Quantities Constituting An Auxiliary Part Of Determining The Quantity Of Works. Design Documentation Adapts The Facility To The Needs Of All Users, Including Accessibility For Disabled People. As A Public Facility, After The Reconstruction, It Will Not Have Any Restrictions On Accessibility By All Road Users, Including Disabled People, Which Is Required By Regulations Regarding Requirements, Among Others. For Technical Conditions That Should Be Met By Public Roads And Road Engineering Structures (Journal Of Laws Of 2022, Item 1518). The Bill Of Quantities Is Of An Auxiliary Nature. Before Submitting An Offer, The Contractor Is Obliged To Carefully Check The Quantity Of Works Against The Design Documentation. Due To The Fact That The Works Contract Is A Lump Sum Contract, In The Event Of A Larger Number Of Works Occurring During The Works,
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