Tenders Are Invited For Execution Of An Investment Task In The Design And Build Mode Sustainable Urban Mobility In The Jelenia Góra Agglomeration.

1. The Description Of The Subject Of The Order Is: A) Functional And Utility Program - Annex No. 1 To The Swz. File Name Appendix No. 1 - Pfu. A Bicycle Path Is Designed With The Following Parameters: - Length Of The Construction Section - 1127.00 M, - Length Of The Widened Section - 510.00 M, - Area Of The Bicycle Path With Mma - 4900.00 M2, - Bicycle Path Framing - 8X30 Concrete Edge On A Concrete Bench With Resistance Of Fb = 0.04 M2, - Correction Of Ditches And Culverts, - Felling Of Trees, - Introduction Of Target Traffic Organization, - Division Of Plots With The Relocation Of Fences, Industry Designs For Repositionable Gas And Electrical Boxes For Plots: - Area Of Plot No. 499 To Be Allocated Under The Zrid Decision - 260.0 M² - Area Of Plot No. 499 To Be Allocated Under The Zrid Decision - 142.0 M² - Area Of Plot No. 499 To Be Allocated Under The Zrid Decision - 130.0 M² - Area Of Plot No. 500 To Be Allocated Under The Zrid Decision - 13.0 M² - Area Of Plot No. 503 To Be Allocated Under The Zrid Decision - 950.0 M² - Area Of Plot No. 504/2 To Be Allocated Under The Zrid Decision - 522.0 M²w Km 0+267 And 1+050 There Are Stone Arch Culverts Under The Dw Road. At The Design And Construction Stage, You Should Apply To Dsdik For The Conditions For The Reconstruction Of These Culverts Due To The Fact That They Will Be Connected To The Newly Built Culverts Under The Bicycle Path. Stone Arch Culverts Should Be Extended To Cover The Planned Bicycle Path. Based On Detailed Conditions Obtained From Dsdik, At The Construction Design Stage, A Decision Will Be Made Whether The Existing Culvert Should Be Rebuilt (Extended Without Disturbing The Structure Of The Provincial Road Road) Or Whether It Should Be Completely Rebuilt And Replaced With New Ones. Additionally, The Culvert At Km 0+267 Requires Determining At The Construction Design Stage Whether The Difference In Terrain Will Be Leveled With An Embankment Slope Or A Retaining Structure. At Km 0+990 To 1+030, Due To The Proximity Of 1.00 M To The Edge Of The Provincial Road, A Barrier Is Designed. The Design And Construction Works Do Not Include Parking Lots In Front Of The Entrance Gates To The Allotment Gardens. The Scope Includes The Reconstruction Of Existing Exits.