Tenders Are Invited For Extension Of Municipal Road No. 116407E In Dąbrowa, Ul. Cegielniana

1. The Subject Of The Public Procurement Is The Performance Of Construction Works Related To Road Infrastructure In The Commune Of Tomaszów Mazowiecki - Expansion Of Municipal Road No. 116407E In The Town Of Dąbrowa - Based On Design Documentation.2. The Order Is Co-Financed By The Government Road Development Fund.3. Designed Technical Parameters Of The Road:1) Road Class - D2) Cross-Section - 1/23) Vehicle - Authoritative Pk4) Traffic Category - Kr35) Length Of Municipal Road No. 116407E - 706.56 Mb6) Design Speed - Vp=40Km/H7) Road Width - 6.0 M8) Roadside Width - 0.75 M9) Width Of The Sidewalk - 1.80 M10) Width Of The Technological Strip - 0.40 M11) Width Of The Road Gauge - 0.55 M4. Material Scope: 1) Road Construction: - Wearing Course Of Asphalt Concrete Ac11s (According To Pn-En 13108-1) 4 Cm, - Binding Layer Of Asphalt Concrete Ac16w (According To Pn-En 13108-1) 5 Cm, - Base Course Of Asphalt Concrete Ac22p (According To Pn-En 13108-1) 7 Cm, - Crushed Aggregate Foundation 0/31.5Mm (According To Pn-En 13285) 10 Cm, - Crushed Aggregate Foundation 0/63Mm (According To Pn-En 13285) 15 Cm, - Sand Drainage Layer (According To Pn-En 13285) 10Cm,2) Construction Of A Separating Island By The Road District: - Granite Cube 15/17Cm (According To Pn-En 1342:2013-05) 16 Cm, - Cement-Sand Bedding 1:4 (According To Pn-En197:2002 And Pn-En 13285) 5 Cm, - Concrete Foundation C25/30 (According To Pn-En197:2002 And Pn-En 13285) 20 Cm, - Sand Drainage Layer (According To Pn-En 13285) 10 Cm, 3) Renovation Of The Surface On A District Road: - Milling Of The Existing Surface To A Depth Of Approximately 3 Cm, - Leveling Layer With An Average Thickness Of 4 Cm (100Kg/M2) Made Of Ac11s Asphalt Concrete (According To Pn-En 13108-1), - Ac11s Asphalt Concrete Wearing Course (According To Pn-En 13108-1) 4 Cm Thick, 4) Construction Of Individual Entrances To The Property Made Of Cobblestones: - Concrete Paving Stones (According To Pn-En 1338) 8 Cm, - Cement-Sand Ballast 1:4 4 (According To Pn-En197:2002 And Pn-En 13285) 4 Cm, - Substructure Made Of Crushed Aggregate 0/31.5 Mm (According To Pn-En 13285) 20 Cm, - Drainage Layer Made Of Gravel (According To Pn-En 13285) 10 Cm, 5) Roadside Structure: - 0.75 M Wide, Made Of Crushed Aggregate 0/31.5 Mm Thick 10 Cm,6) Sidewalk Structure: - Concrete Paving Stones (According To Pn-En 1338) 8 Cm, - Cement-Sand Ballast 1:4 (According To Pn-En197:2002 And Pn-En 13285) 4 Cm, - Crushed Aggregate Base 0/31.5 Mm (According To Pn-En 13285) 15 Cm, - Sand Drainage Layer (According To Pn-En 13285) 10 Cm,7) Construction Of Roadside Ditches With Culverts, Infiltration And Seepage Tank And Reconstruction Of The Culvert Under The Road,8) Reconstruction Of The Street Lighting Cable Line,9) Removal Of Electrical And Telecommunications Collisions,10) Horizontal And Vertical Markings In Accordance With The Permanent Traffic Organization Design,11) Reporting The Introduction Of Permanent Traffic Organization Road.6. Under This Order, The Contractor