Tenders Are Invited For Reconstruction Of The Municipal Road Ul. Tęczowa In Nowe Budy

1. The Subject Of The Contract Is The Execution Of Road Works Consisting In The Reconstruction Of The Existing Road Surface Along With Its Strengthening In Nowe Budy, In The Żyrardów Poviat, Province. Masovian. The Road Is Located On Journal Of Laws No. 141,136/14,128/4.231/4 - Geodetic Precinct Nowe Budy, Commune Radziejowice.2. The Scope Of The Robot Constituting The Subject Of The Contract Includes: 1) Reconstruction Of The Road Over A Section Of 900.0 M; 2) Concrete Resistor 12X25 Cm- 1800.0 M 3) Making A Surface Made Of A Mineral And Asphalt Mixture (Abdominal Layer)- 4560.00M2; 4) Improvement Of Ground Roadside With Broken Aggregate - Stone Crushed Stone - 1120.00 M2; 3. The Street Planned For Reconstruction Is A Wystnie Road With A Trail Route Throughout The Entire Section Registered As A Municipal Road. The Road Runs Through The Habitat Area Located On Plots Adjacent To The Road. The Road In The Existing Condition Has A 5.0 M Wide Asphalt Concrete Surface. The Road Does Not Have Elements Of The Road Lane Intended For Separated Pedestrian Traffic. Dehydration Of The Road Surface Takes Place Surfaces To The Road Adjacent To The Road. 4. Designed Road Parameters:- Traffic Category- Kr3;- Road Made Of A Mineral-Asphalt Mixture;- Bilateral Roadside Uprootted With Aggregate;- Cross-Section Of The Road With A Double-Sided 2.00% Transverse Decrease;- Dehydration Of The Surface As Before- Surface. 5. The Project Provides For Strengthening The Existing Road Construction By Laying A New Surface Using The Existing Surface For The Lower Layer Of The Structure, Protecting New Layers Against Geosiatic Ragged. Pavement Of Individual Road Lane Elements: • Roadway:- Abrasive Layer With Ac11s Thick. 4 Cm;- Indirect Layer- Anti-Cracked Geosiak With A Strength Of The Area 20 Kn/M Along The Entire Width Of The Road;- Ac11w Grupa-Leap Contract Concrete Leveling Layer. 3 Cm;- Existing Asphalt Pavement. • Pointer- Curb/Concrete Resistor 12X25 Cm On The Concrete Bench C8/10 With Resistance- Bilaterally- 0.50 And 0.75M Width-Widths, Improved By Broken Stone Aggregate Fr. 0/31.5 Mm.6. As Part Of Construction Works, It Is Expected To Replace The Existing Vertical Marking. 7. The Contractor Will Perform Robots In The Least Burdensome And Collision For Residents. 8. The Detailed Scope Of Works, Including The Requirements For The Quality Of Materials And The Execution Of The Works Are Included In The Technical Documentation, Constituting Annex 7 Of Swz, Which Consists In Particular: 1) Executive Projects; 2) Technical Specification Of The Implementation And Acceptance Of Construction Works (Stwiorb); 3) Preparatory Of Works.