GTR 111351009

Tenders Are Invited For Renovation Of District Road 3907E On The Borzykowa - Czechowiec Section

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
111351009
Tendering Authority
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Tender No
ZPI.271.7.2026.SN
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Renovation Of District Road 3907E On The Borzykowa - Czechowiec Section
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
17-04-2026 Closed
Work Detail
1. The Scope Of Works Includes: Renovation Of District Road 3907E On The Borzykowa - Czechowiec Section. The Subject Of The Order Is The Renovation Of District Road 3907E On The Borzykowa - Czechowiec Section. As Part Of The Investment, It Is Planned To Change The Existing Surface With The Implementation Of A New Wearing And Binding Layer. The Works Will Include: 1. Preparatory Works: A) Measuring Works For Linear Earthworks - 1.36 Km, B) Milling Of Bituminous Surface 4 Cm Thick With Removal Of Demolition Material To Żytno, Using It For The Purposes Of The Żytno Commune - 1,000.00 M2, C) Dismantling Concrete Curbs 15X30 Cm - 143 M, D) Dismantling Sidewalks With Concrete Cubes 8 Cm - 214.5 M2, E) Removal Of Debris Piled By Cars To The Town Of Żytno, Using It For The Purposes Of The Żytno Commune - 63.595 M3, F) Mechanical Clearing Of Medium Density Of Bushes And Undergrowth - 0.015 Ha, G) Removal Of Branches - 5 Mp, H) Clearing The Area Of Residues After Clearing With Removal - 150M2. 2. Road Surface: A) Footing For Concrete Curbs With Resistance - 10.38 M3, B) Protruding Concrete Curbs With Dimensions Of 15X30 Cm On A Cement-Sand Ballast - 173 M, C) Mechanical Cleaning And Sprinkling Of Cold Asphalt Emulsion On The Surface - 7,400 M2, D) Preparation Of A Binding Layer Of Mixtures Mineral-Bituminous Asphalt Mixtures With A Thickness Of 4 Cm 7,400 M2, E) Mechanical Cleaning And Cold Sprinkling Of Asphalt Emulsion On The Base Or Surface - 7,400 M2, F) Making A Wearing Course Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 4 Cm 7,400 M2. 3. Roadside Made Of Crushed Aggregate: A) Earthworks With Excavators And Transport Of Excavated Material By Self-Unloading Vehicles - 307.596 M3, B) Profiling And Compaction Of The Subgrade For The Construction Layers Of The Pavement - 2,563.30 M2, C) Construction Of The Upper Layer Of Crushed Aggregate Foundation With A Thickness Of 18 Cm - 2,563.30 M2, 4. Pavement: A) Earthworks Carried Out With Excavators With Transport Of Excavated Material In Self-Unloading Vehicles - 40.755 M3, B) Profiling And Compaction Of The Subsoil For The Structural Layers Of The Pavement - 214.50 M2, C) Concrete Footing For Curbs With Resistance - 5.017 M3, D) Concrete Edges With Dimensions Of 30X8cm On A Cement And Sand Ballast - 173 M, E) Construction Of The Lower Foundation Layer Of 15 Cm Thick Crushed Aggregate - 214.50 M2, F) Surface Of 8 Cm Thick Concrete Paving Stones On A Cement-Sand Ballast 214.50 M2. 5. Traffic Organization: A) Vertical Markings - Installation Of A17 Road Sign Boards With Steel Pipe Posts - 2 Pcs, B) Traffic Safety Elements: Rigid Protective Handrails With A Handrail And Draft Made Of Dia. 60 And 38 Mm – 35M. 2. A Detailed Description Of The Subject Of The Order Is Included In The Supplements To The Swz, Which Consists Of The Following Documents: 1. Draft Contract. 2. Description Of The Subject Of The Order. 3. Technical Specifications. 4. Bill Of Quantities (For Illustrative Purposes, Due To The Nat
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