GTR 109687094

Tenders Are Invited For Construction Of An Observation Deck, Stairs, A Gazebo And A Bicycle Repair Station In Stróża-Kolonia

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
109687094
Tendering Authority
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Tender No
RO.271.1.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of An Observation Deck, Stairs, A Gazebo And A Bicycle Repair Station In Stróża-Kolonia
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
23-03-2026 Closed
Work Detail
1. The Subject Of The Order Is: Construction Of An Observation Deck, Stairs, A Gazebo And A Bicycle Repair Station In Stróża-Kolonia. The Scope Of Work Includes In Particular: The Subject Of The Order Is The Construction Of An L-Shaped Wooden Gazebo-Shelter, Field Stairs Along With Hardening Of The Squares Adjacent To The Communication Routes, A Retaining Wall At The Back Of The Gazebo And Street Furniture. The External Stairs Are Designed As Reinforced Concrete, On Which They Will Be Glued Concrete Boards In Shades Of Walnut With Longitudinal Grains Typical Of Wood. Due To The Large Difference In Terrain, There Will Be Handrails Made Of Powder-Coated Steel, Black, Installed On Both Sides. The Area Around The Gazebo And The Viewing Point Should Be Hardened In Accordance With The Development Plan. Bituminous Topping In Shades Of Dark Graphite. Gable Roof With An Angle Of 23°. The Floor Under The Gazebo Is Made Of Light Gray Or Dark Gray Concrete Slabs, Dimensions: 4.5 Cm. Usable Area: - Usable Area - 34.38 M2c) Building Area: - Gazebo Building - 39.50 M2d) Height, Length, Width, Diameter: - Garage Building: Height At The Ridge - 3.23 M; Length Measured Along The Ridge Axis - 9.14 + 5.50 = 14.64 M, Width - 2.69 M.E) Number Floors: 1 - Above Groundf) Wall Insulation: Not Applicableg) Ceiling Insulation: Not Applicableh) Roof Of Wooden Structure, Covered With Tin Shingles On Full Boarding. For The Construction Of The Gazebo, The Following Loads Were Assumed: - Load Of The Ceiling, Evenly Distributed Over Its Own Weight - Min - 780 - Variable Load Inside The Room - 1500 - Direct Foundation In The Form Of Foundation Footings - The Specific Soil Resistance Was Assumed To Be 0.15 Mpa. The Gazebos Structure Consists Of Reinforced Concrete Footings, Wooden Columns, A Wooden Rafter-And-Beam Roof, With Full Boarding, Covered With Metal Shingles With Dark Graphite Powder Betonowych Wielko Formatowych O Wym. 60X60 I Gr. Min. 4,5 Cm. Kolor Płyt Posadzki Jasno Szary Lubciemnoszary. Podbudowę Posadzki Wykonać Z Opisem Na Rysunku. Schody Zewnętrzne Szerokości 2,0 M. Na 20 Cm Podbudowie Z Piasku, Ułożona Zostanie 10 Cm Warstwa Chudego Betonu, Na Której To Należy Wykonać Płytę Żelbetową Gr. 15 Cm. Górną Warstwę Wykończeniową Schodów I Podestów, Stanowią Concrete Steps Arranged On Glue. On Both Sides Of The Stairs, Install Handrails At A Height Of 0.75 M And 1.1 M, Made Of Powder-Coated Steel In Black. The Hardening Was Designed Using An Eco-Grid System Filled With Self-Wedging Stone Made Of Natural Aggregates In Shades Of Gray, Assuming Two Types Of Load: - For Pedestrian Traffic With A Substructure To A Depth Of 33 Cm, - For Heavy Traffic With A Substructure To A Depth. Min. -45 Cm. Construction And Material Solutions Of Internal And External Building Partitions: * Gazebos - 1. Foundation Footings, Dimensions: C 30/37, Exposure Class: S3, W10 A-0 (S235), At A Spacing Of 4 Cm2. First, Lay A Layer Of Ready-Mixed Concrete Of Class C 8/10 With A Layer Thickness Of 10 C
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  • Publication Document (Tender Document / Tender Notice)
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