GTR 95808672
Tenders Are Invited For Hardening Of Poviat Road Surfaces Within The Town Of Lisewo And Jędrzejki
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
95808672
Tendering Authority
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Tender No
PZD.2.3210.8.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Hardening Of Poviat Road Surfaces Within The Town Of Lisewo And Jędrzejki
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
09-05-2025
Closed
Work Detail
1. The Subject Of The Contract Is The Subject Of The Task Entitled Curning Of Poviat Road Surfaces Within The Town Of Lisewo And Jędrzejkii -Hydnólna. Characteristics Of Works To Be Carried Out As Part Of The Task: As Part Of The Task Consisting In The Renovation Of Poviat Roads No. 1937N On The Section Jędrzejki - Lisewo And 1939N On The Section Skrzypki - Lisewo, The Following Material Scope Is Planned: Poviat Road No. 1939N Violin - Lisewo:- Alignment Of The Existing Foundation With Broken Aggregate 0/31.5 Mm With A Mechanically Stabilized Layer With A Diameter Gr. Up To 5 Cm, Taking Into Account The Required Horizontal And Vertical Declines At 12+265- 12+650 Km With A Length Of 0.385 Km And 4.5 M Wide Width Of Road Surfaces With Asphalt Emulsion And Basalt Grits Broken To Road Surfaces With D. 2-5 Mm In Km 12+265- 12+650 With A Length Of 0.385 Km And Road Width 4.0 M- Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Grits Broken To Road Surfaces With Dimensions 5-11 Mm In Km 12+265 - 12+650 With A Length Of 0.385 Km And Road Width 4.0 M - Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Grits Broken To Road Surfaces With Dimensions 11-16 Mm In Km 12+265 - 12+650 With A Length Of 0.385 Km And Road Width 4.0 M - Roadside From The Mechanically Stabilized Gr. Up To 5 Cm Poviat Road No. 1937N Jędrzejki- Lisewo:- Alignment Of The Existing Foundation With Broken Aggregate 0/31.5 Mm Mechanically Stabilized Layer With A Diameter Gr. Up To 10 Cm, Taking Into Account The Required Horizontal And Vertical Declines At 2+385- 2+585 Km With A Length Of 0.200 Km And Width 5.5 M And At 5+084- 5+524 With A Length Of 0.440 Km And Width 5.5 M- Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Basalt Grits Broken To Road Surfaces With Ext. 2-5 Mm In Km 2+385 - 2+585 With A Length Of 0.200 Km And Width 4.0 M And At 5+084 - 5+524 With A Length Of 0.440 Km And Road Width 4.0 M - Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Grits Broken To Road Surfaces With Amend. 5-11 Mm In Km 2+385 - 2+585 With A Length Of 0.200 Km And Width 4.0 M And At 5+084 - 5+524 With A Length Of 0.440 Km And Road Width 4.0 M - Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Grits Broken To Road Surfaces With Amend. 11-16 Mm In Km 2+385- 2+585 With A Length Of 0.200 Km And Width 4.0 M And At Km 5+084- 5+524 With A Length Of 0.440 Km And Road Width 4.0 M- Ground Roadside From A Mechanically Stabilized Grille. Up To 10 Cm Detailed Description Of The Subject Of The Contract Are:- The Bill Of Quantities,- Detailed Technical Specifications. The Measure Of Works Is Sample. The Attached Bill Of Quantities (Annex 9 To Swz) Defines The Approximate Scope Of Works Intended For The Performance Of The Contract, Thus Facilitating Price Calculation. The Contractor Should Analyze The Attached Bill Of Quantities, Detailed Technical Specifications And Prepare A Price Offer Based On Its Own Analysis. If The Specification Of The T
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