Tenders Are Invited For Reconstruction Of Poviat Road No. 1343D Ul. Chrobrego In Trzebnica

1. The Subject Of The Contract Is The Execution Of Construction Works For The Task Of The Pn Poviat Road No. 1343 D Ul. Chrobrego In Trzebnica.Clasa Road- Investment Includes Plots: 3151, 3103 And Part Of The Plot 2673 Dr, Am-1, Trzebnica Precinct, Trzebnica Commune. The Current Width Of The Road Is About 3.7M- 4.0 M With Bituminous Surface, In Poor Technical Condition. The Length Of The Designed Section Is About 669.75 M. Road Traffic Category- Kr 3.2. The Project Includes In Particular. M.,- Cleansing Existing Ditches,- Strengthening Of The Slopes And Dna Of The Ditches- Renovation Of The Culverts Under The Downhill Rides- The Cutting Of The Inflated Sidewalks- Cutting And Cutting Clusters Of Self-Seeding Bushes,- Development And Introduction Of Traffic Organization For The Time Of Conducting Works,- Arrangement Of Curbs, Invasion Curbs, Concrete Rollers,- Performance Of Conventions On Individual And Public, High-Altitude Regulation Of Sanitary Sewage Wells,- Dismantling Of The Fence, 4. The Longitudinal Profile. Estate Does Not Introduce Significant Changes In The Grade Of The Road. The Level Was Adapted To The Existing Area. Longitudinal Profile According To The Drawing - Pb_3 - Longitudinal Profile. Make A Smooth Connection Of The Designed Surface With The Existing. 5. Road In The Cross -Section: The Project Does Not Introduce Significant Changes In The Cross -Section Of The Road. On The Existing Road Surface, The Designed Layer Of Surface Layers Should Be Made With Normative Transverse Drops Of 2% (Roof Cross -Section) On Straight Sections. On The Arch One -Sided Decrease To The Inside Of The Arch. Bilateral Roadside With A Width Of 0.75 M With A Decrease In 4%. The Pavement 2.3 M Wide With A Decrease In 2% Towards The Road. Detailed Cross -Sectional Solutions Are Shown In The Drawing - Pb_2 - Normal Cross -Sections. 6. Restrictions Or Bans In Building Or Land Development. There Are No Restrictions Or Bans In Building. The Construction Intention Is Not Within The Mining Area. 7. Dehydration Of The Designed Segment. Contemporary Of The Designed Surface Section By Giving Normative Transverse And Longitudinal Declines That Allow Rainwater To Be Drained To Existing Roadside Ditches. As Part Of The Task, It Is Provided For Cleaning Existing Ditches And In The Cutting Of The Inflated Roadsides Blocking The Flow Of Water. During The Ditch There Are Culverts Under The Descents In Poor Condition. The Existing Pipes Have Numerous Cracks And Are Planned For Replacement For Pehd Pipes Of The Same Diameter, I.E. Dn 400 Mm. Prefabricated, Concrete Walls. Construction Details And Ordinates Of Inlets And Outlets-Fig. Pb-5-Culverts Under Downhill. 8. Road Greenery. As Part Of The Task, It Is Planned To Cut And Cut Clusters Of Self -Seed Shrubs To Ensure A Road Gauge. The Investor Will Get Permission To Cut. During The Works, The Contractor Should Make Every Effort So As Not To Damage The Trees Growing In The Road Lane. 9. Movement Organization. .10. Materia