Tenders Are Invited For Reconstruction Of District Road No. 2044C Czernikowo - Bobrowniki - Włocławek From Km 1+042 To Km 2+040

The Subject Of The Order Is The Performance Of Construction Works As Part Of The Investment Project Titled: Reconstruction Of District Road No. 2044C Czernikowo - Bobrowniki - Włocławek From Km 1+042 To Km 2+040. The Road Is Located In The Town Of Łęg-Witoszyn. The Road From Km: 1+042.00 To Km: 1+178.57 Has A Dirt Surface. The Road From Km: 1+178.57 To Km: 2+040.00 Has A Ground Surface Paved With Aggregate. The Road Includes Dirt Road Exits To The Fields And To The Property. In The Area Of ​​The Works, There Are Land Infrastructure Networks: Gas, Telecommunications, Water Supply, Overhead Power. From Km: 1 + 042.00 To Km: 1 + 178.57, A Bituminous Road Surface Is Planned On A New Aggregate Base With A Width Of 4.50 M. From Km: 1 + 178.57 To Km: 2 + 040.00 Bituminous Road Surface On The Existing Aggregate Base With A Width Of 4.50 M. The Roadside Was Designed With A Width Of 0.75. Protruding Curbs Have Been Designed Within The Existing Hydrants. Aggregate Ramps With A Width Of 4 M Were Designed, With Curves With A Radius Of R = 6 M. The Following Surface Structure Was Adopted: Bituminous Roadway On The Existing Substructure - Wearing Course Of Ac11s Asphalt Concrete. 4Cm - Binding Layer Of Asphalt Concrete Ac16w Thick. 4 Cm - Leveling Layer Of Mechanically Stabilized Crushed Aggregate 0/31.5 Min. Gr. 5Cm, Average Thickness 10 Cm - Existing Aggregate Surface. Total Thickness Of Construction Layers: 18 Cm. Bituminous Road On A New Foundation - Ac11s Asphalt Concrete Wearing Course. 4Cm - Binding Layer Of Asphalt Concrete Ac16w Thick. 4Cm - Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Gr. 10 Cm - Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/63 Gr. 10Cm Total Thickness Of Construction Layers 28Cmsideside - Crushed Aggregate 0/31.5Mm Thick. 20Cm Total Thickness Of Construction Layers 20Cm Aggregate Slopes - Crushed Aggregate 0/31.5Mm Thick. 20Cm Total Thickness Of Construction Layers 20Cm The Detailed Description Of The Subject Of The Order Is The Design Documentation, Technical Specification For The Execution And Acceptance Of Works, Bill Of Quantities - Annex No. 1 To The Swz. The Basis For Determining The Lump Sum Price For The Subject Of The Order Is The Design Documentation And The Quantities Of Works Resulting From This Documentation. Note: The Bill Of Quantities (Offer Cost Estimate) Is Of An Auxiliary Nature. The Ordering Party Has Made Every Effort To Ensure That The Description Of The Subject Of The Order Does Not Include Any Trademark, Patent Or Origin, Source Or Specific Process That Characterizes The Products Or Services Provided By A Specific Contractor. If A Trademark, Patent Or Origin, Source Or Specific Process Is Indicated In The Procurement Documents, It Is For Information Purposes Only. If The Description Of The Subject Of The Procurement Includes A Reference To Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Section 1 Poin