Tenders Are Invited For Extension Of Municipal Roads No. 191265C, 191266C, 191267C In The Town Of Podtymień Together With The Construction Of A Storm Sewage System And Accompanying Infrastructure.

1. The Subject Of The Order Is Expansion Of Municipal Roads No. 191265C, 191266C, 191267C In The Town Of Podtymień Together With The Construction Of A Storm Sewage System And Accompanying Infrastructure. The Scope Of Works Includes: - Construction Of A Bituminous Road With A Width Of 5.00 M And A Length Of 225 M (Dg191265c); Length 87M (Dg191266c); Length 97 M (Dg191267c), - Construction Of A Sidewalk Made Of Concrete Paving Stones, 1.8 M Wide And A Total Length Of 806 M; - Construction Of Exits With A Surface Made Of Concrete Cubes, 4.0 M Wide; - Construction Of A Storm Sewage System Dn400mm And A Length Of 207.7 M; - Construction Of Storm Sewage Channels Dn160mm And A Length Of 107.6 M; - Demolition And Re-Installation Of Fences With A Total Length Of 63 M. As Part Of The Expansion, The Existing Fence Is Expected To Be Demolished And Reinstalled, Located On: - Plot With Registration Number 682/12: 44 M, - Plot With Registration Number 177/4: 10 M, - Plot With Registration Number 117/2: 9 M, Additionally, As Part Of The Expansion, It Is Necessary To Dislocation Of The Existing Detached Tin Garage, Single-Car, Not Permanently Attached To The Ground, In The Area Of Plot No. 682/14. The Lighting Lines Are Designed As Independently Powered, Based On A Wind-Solar System With Street Lighting Fixtures Mounted On Hot-Dip Galvanized Steel Lighting Poles. Equip The Lighting Point With A 300W Wind Turbine And A Photovoltaic Module With A Minimum Power Of 280W. The Project Involves The Construction Of A Storm Sewage System With Pipes With A Diameter Of Dn400mm (Section W - D5), Dn315mm (Sections D5-D10, D5-D12, D3-D3.1) And Stormwater Drains With A Diameter Of Dn160mm From Street Inlets Wp1 - Wp37. The Rainwater Receiver Will Be The Existing Ditch. Before Flowing Into The Ditch, The Water Will Be Cleaned In A Settling Tank (Os) And A Separator Of Petroleum Substances (Sep). According To The Design Assumptions, The Following Water Device Should Be Constructed: - Outlet W1 Ø 400 Mm. Basic Technical Parameters 1. Municipal Road No. 191265 Length Of The Designed Section Of The Municipal Road: 0.225 Km; Road Class: D (Access); Road Category: Municipal; Traffic Category: Kr1; Road Width: 5.0 M; Number Of Lanes: 1/1 Two-Way; Bicycle Road Width: Not Applicable; Exit Width: 4.0 M; Roadside Width: No Applies;Type Of Road Surface: Bituminous;Type Of Exit Surface: Concrete Cubes;Type Of Sidewalk Surface: Concrete Cubes;Type Of Bicycle Road Surface: Not Applicable;Type Of Roadside Surface: Not Applicable.2. Municipal Road No. 191266 Length Of The Designed Section Of The Municipal Road: 0.087 Km; Road Class: D (Access); Road Category: Municipal; Traffic Category: Kr1; Road Width: 5.0 M; Number Of Lanes: 1/1 Two-Way; Bicycle Road Width: Not Applicable; Exit Width: 4.0 M; Roadside Width: No Applies;Type Of Road Surface: Bituminous;Type Of Exit Surface: Concrete Cubes;Type Of Sidewalk Surface: Concrete Cubes;Type Of Bicycle Road Surface: Not Applicable;Type Of Roadside Surf