GTR 114905841

Tenders Are Invited For Demolition Of The Existing Facility And Construction Of A New Facility Along With The Reconstruction Of District Road No. 1297N In The City. Babięty Wielkie

ICB — International Competitive Bid Closes Jul 10, 2026 central europe
Tender Information
GTR Reference
114905841
Tendering Authority
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Tender No
DI1.260.24.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Demolition Of The Existing Facility And Construction Of A New Facility Along With The Reconstruction Of District Road No. 1297N In The City. Babięty Wielkie
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
10-07-2026
Work Detail
Demolition Of The Existing Facility And Construction Of A New Facility Along With The Reconstruction Of District Road No. 1297N In The Town Of Babięty Wielkie3. Basic Information Regarding The Order: 1) The Investment Is Located In The Susz Commune, Plot No. 125, 0002 Babięty Wielkie In The Iława Poviat. The Investment Involves The Demolition Of The Existing Reinforced Concrete Bridge And The Construction Of A New Facility In The Same Place - A Culvert Made Of Steel Pipes, Using Flexible Structures Made Of Corrugated Sheets, Along With Access Roads At Km 3+824-3+8902) It Is Planned To Build, In The Place Of The Demolished Bridge, A Facility Made Of Corrugated Sheets With An Arch-Circular Cross-Section And The Following Parameters: - Horizontal Gauge - 2.35 M - Vertical Gauge - 1.73 M - Culvert Length - 15.00 M - Active Area Of The Culvert - 35.25 M2 - Intersection Angle With The Road - 93.03 Degrees.3) The Structure Of The Newly Designed Culvert Is Bolted From Thick Corrugated Sheets. 3.5Mm. Creating A Closed, Arched-Circular Cross-Section With Dimensions Of 2.35 X 1.73 M. From The Inlet Side, The Facility Was Located At An Elevation Of 95.55 M Above Sea Level. And At The Outlet With Ordinates 95.40. On Both Sides Of The Culvert, The Front Walls Of The Culvert Are Made Of Reinforced Soil, 12 M Long And Approx. 2.8 - 3.0 M High. The Walls Are Topped With A Prefabricated Reinforced Concrete Cap. An Energy-Absorbing N2w4 Barrier With A Length Of 40 M Was Designed On Both Sides Of The Culvert. 4) The Drainage Of The Road Body Was Designed As Surface Drainage; A Drainage Channel Should Be Made Along The Length Of The Walls, Which At The Lowest Point Of The Gradeline Turns Into A Slope Stream And Is Then Dumped Into The Road Ditch. A Concrete Foundation Should Be Made At The Foot Of The Slope Stream. Due To The Small Catchment Area, Water Is Discharged Without Pre-Treatment.5) Additionally, In Front Of The Inlet There Is A Pavement Made Of Field Stone On C12/15 Concrete, Approximately 3.20 M Long, And Behind The Outlet There Is A Pavement 3.80 M Long. In Order To Strengthen The Bank, A Wooden Palisade Made Of Stakes With A Diameter Of 15 Cm And A Stake Length Of 2.5 M Is Planned.
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