GTR 109044537
Tenders Are Invited For Profiling, Rolling And Hardening Of Municipal Road Surfaces
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
109044537
Tendering Authority
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Tender No
BZK.272.2.3.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Profiling, Rolling And Hardening Of Municipal Road Surfaces
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
27-02-2026
Closed
Work Detail
1. The Subject Of The Order Is: Profiling, Rolling And Hardening Of The Surface Of Municipal Roads In The City And Commune Of Pniewy. - The Expected Number Of Meters To Be Hardened With The Contractors Crushed Stone Is 8,700 M2 - The Expected Number Of Meters To Be Profiled And Rolled Is 496,000 M22. As Part Of The Subject Of The Order, The Contractor Must Perform: 1) Profiling And Rolling Of Dirt Roads: A) Profiling The Road With A Grader In Such A Way As To Ensure Adequate Drainage Of The Ground Surface, B) In The Event Of Large Depressions, Fill With Native Soil, Sand, Gravel, Gravel, Sand And Clay Mixture Or Other Materials Provided By The Contractor. C) If Ponding Water Is Found, Make Drainage Grooves, D) Compact The Profiled Section With A Roller Weighing Min. 10 Tons. E) The Contractor Is Obliged To Remove Impurities Such As Branches, Large Stones From The Repaired Surfaces, F) Any Excess Soil Obtained From Profiling Should Be Moved Away From The Road Track Or Used To Cover Defects In Other Places, 2) Hardening Of Dirt Roads With Crushed Stone Provided By The Contractor: A) Mechanical Profiling And Trenching Of The Dirt Road At A Depth Of 15 Cm. In The Case Of Surplus Soil, It Should Be Removed And Managed On Your Own, Taking Into Account Compliance With The Obligations Arising From The Provisions Of The Waste Act. B) Fertilizing Crushed Stone With A Fraction Of 0-4 Cm To A Thickness Such That The Layer After Rolling Is Not Less Than 12 Cm. C) Spreading A Layer Of Crushed Stone Provided By The Contractor, D) Rolling Roads With A Mechanical, Vibrating, Self-Propelled Roller With A Tonnage Of At Least 10 Tons.3. Rules For Profiling, Rolling And Hardening Of Dirt Roads In The Pniewy Commune: 1) Unit Prices For The Subject Of The Order Given In The Contractors Offer Will Not Change Until The End Of The Contract. 2) Scope Of Works - The Time And Place Of Performance Of Works Related To Grading And Profiling Of Dirt Roads Will Be Each Time Reported By Phone, Specifying The Date Of Commencement And Completion Of The Works. 3) The Contractor Will Undertake Works Related To The Repair Of Dirt Roads Within The Time Agreed With The Ordering Party. 4) During The Works, The Technical Infrastructure Devices Visible In The Road, Such As Manholes, Gates, Etc., Should Not Be Backfilled. If Such A Situation Occurs, Such Devices Should Be Cleaned Of The Accumulated Material. 5) During The Works In Places Close To Or At Intersections With The Above-Ground Infrastructure, The Contractor Will Perform Them In Consultation With Their Owners Or Managers And Will Bear All Costs Of Arrangements And Securing The Above-Mentioned Devices.6) In The Event Of Damage To Any Infrastructure Device By The Contractor Aboveground Or Underground Technical Equipment, He Is Obliged To Immediately Notify The Owner Of This Device About Its Damage, Secure The Site Of The Failure And Provide Assistance In Removing The Failure Or, At The Request Of The Owner, Removing The Failure. The
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