GTR 114397084

Tenders Are Invited For Reconstruction Of The Access Road To The Fields On Plots No. 452, 483 Towards Krzywanice

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
114397084
Tendering Authority
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Tender No
AIZ.271.1.7.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Access Road To The Fields On Plots No. 452, 483 Towards Krzywanice
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
29-06-2026 Closed
Work Detail
The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Titled: Reconstruction Of The Access Road To The Fields On Registered Plots No. 452, 483 Towards Krzywanice. The Scope Includes Works On A 750-Meter Long Section Consisting Of: 1) Widening; A) C1.5/2 Thick Stabilization Layer. 15 Cm From A Concrete Plant, B) Crushed Aggregate Foundation - Bottom Layer 0/31.5 Thick. After Compaction 15 Cm, C) Base Made Of Crushed Aggregate 0/31.5 - Upper Layer Thickness. After Compacting 5 Cm, D) Mechanical Cleaning And Sprinkling Of Asphalt Emulsion On The Existing Bituminous Surface, E) Surface Made Of Mineral-Bituminous Grit Mixtures - Ac11w Asphalt Binding Layer - Thickness. After Compacting 4 Cm2) Surface Execution; A) Mechanical Cleaning And Sprinkling Of Asphalt Emulsion On The Existing Bituminous Surface - Emulsion Consumption 0.3 Kg/M2, B) Leveling Of The Existing Bituminous Surface With A Mineral-Asphalt Mixture With Mechanical Incorporation Ac11w - 100 Kg/M2 (Min. Thickness 4 Cm), C) Mechanical Cleaning And Sprinkling With Emulsion Asphalt Of The Existing Bituminous Surface - Emulsion Consumption 0.3 Kg/M2, D) Surface Made Of Mineral And Bituminous Mixtures - Wearing Course With A Thickness Of 4 Cm: Ac11s3) Construction Of Roadsides: A) Surface Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Gr. 15 Cm Including Silting The Road Surface With 0/4 Aggregate; The Roadsides Should Be Made With A Transverse Slope Of 6% B) The Edges Of The Roadsides Should Be Covered With 0.2 M Wide Earth And Sown With Grass To Protect The Roadsides Against Movement; 4) The Wearing Surface Should Be Made In Full Width, Without Technological Seams. A Detailed Description Of The Subject Of The Order Is The Technical Design, Stwiorb And The Bill Of Quantities. In The Event Of Discrepancies Between The Provisions Of The Design Documentation And This Swz (In Particular The Draft Provisions Of The Contract), It Is Assumed That Priority Shall Prevail. Provisions Of The Swz. Note: Due To The Adopted Nature Of The Contractors Remuneration (Lump Sum), The Bill Of Quantities Serves Only As Information And Does Not Constitute The Basis For Calculating The Price By The Contractor. Before Starting The Works, The Contractor Is Obliged To Mark The Construction Site (Information And Warning Boards). Supplementary Works Required By The Ordering Party: 1) Performing Full Geodetic Services For The Investment (On The Date Of Acceptance, The Contractor Should Have An As-Built Geodetic Map With Confirmation Of Payment Geodetic Resources), 2) Preparation Of Acceptance Documentation In Polish, Containing At Least: A) The Original/Photocopy Of The Internal Construction Log, B) As-Built Geodetic Maps, C) The Original Written Declaration Of The Construction Manager: • About Ensuring The Proper Condition And Order Of The Construction Site, As Well As Roads, Streets, Neighboring Properties, Buildings And/Or Premises, • About Appropriate Development Of The A
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