GTR 112087052
Tenders Are Invited For Reconstruction Of Municipal Road No. 080226C In Ciche
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
112087052
Tendering Authority
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Tender No
GKB.271.15.2026.MK
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of Municipal Road No. 080226C In Ciche
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
06-05-2026
Closed
Work Detail
1. The Road On The Section Covered By This Study Has An Improved, Bituminous Road Surface With A Variable Width From 3.0 M To 4.5 M. The Road On The Section In Question Is Two-Way. There Is A Sidewalk At The Intersection With District Road No. 1805C. Rainwater Is Discharged On The Surface Into Existing Roadside Ditches. There Are Farm Buildings And Arable Fields Near The Road. - Technical Class Of The Road - Municipal Public D - Access - Design Speed Vp = 30 Km/H Geometric Parameters Of The Road After Reconstruction: - Road Width - 4.5 M - Asphalt Concrete Surface - Transverse Slopes - Roof And One-Sided - 2% Parameters Of The Pedestrian Road, Approx. 20 M Long - Width 1.3 M - Surface Made Of Concrete Cubes, Thickness 6 Cm - One-Sided Transverse Slope 1-2% Towards The Road. Parameters Of Exits - Width Up To 3.8-5.0 M - Thick Asphalt Concrete Surface. 4 Cm - One-Sided Transverse Slope Adapted To The Longitudinal Profile Of The Road. Side - Width Up To 0.75 M - Broken Aggregate Surface. Stab. Down. Thick 15 Cm - One-Sided Transverse Fall Of 8% From The Road. Road Structure On The Existing Bituminous Surface - Wearing Course Made Of Ac 11 S Asphalt Concrete, Thick. 4 Cm - Reinforcing And Profiling Layer Made Of A Mineral Mixture - Bitumen Diameter. Thick 50-150 Kg/M2 - Existing Bituminous Surface. Road Structure On The Widening - Wearing Course Made Of Ac 11 S Asphalt Concrete, Thick. 4 Cm - Reinforcing And Profiling Layer Made Of A Mineral Mixture - Bitumen Diameter. Thick 50-150Kg/M2 - Glass Fiber Reinforcement Mesh Pre-Impregnated With Asphalt - Leveling Layer Of A Mineral Mixture - Thick Bitumen 3Cm-Substructure Made Of Crushed Aggregate. Stab. Mechanical Fraction 0/31.5Mm Thick. 20 Cm - Soil Stabilized With Cement Rm = 2.5 Mpa, Thickness. 20Cm2. The Construction Project Will Be Implemented On The Basis Of Notification Of The Intention To Carry Out Construction Works To The County Office On Plot No. 205 - Ciche3 District. A Detailed Description Of The Subject Of The Order Is Included In The Technical Documentation And Bill Of Quantities, Constituting Annex No. 11 To This Swz.4. Requirements Regarding The Employment Of Persons Performing Activities Related To The Execution Of The Order By The Contractor Or Subcontractor Under An Employment Contract (Article 95(1) Of The Public Procurement Law). 1) The Ordering Party Requires The Contractor Or Subcontractor To Employ, Under An Employment Contract, Persons Performing All Physical Work Related To The Performance Of All Works Covered By The Order, The Performance Of Which Involves Performing Work In The Manner Specified In Art. 22 § 1 Of The Act Of June 26, 1974 - Labor Code (Journal Of Laws Of 2025, Item 277, As Amended), I.E. Activities Indicated In The Bills Of Quantities. 2) The Method Of Verifying The Employment Of These People, The Ordering Partys Rights To Control The Application Of This Obligation And The Sanctions For Failure To Meet These Requirements Are Specified In The Contract Template.
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