Reconstruction of Road Sections in the Field of Pedestrian Road Construction in Piskorowice Dębno, Brzoza Krolewska Stage and Reconstruction of Municipal Road No. 104653R in Km0+696.00O+115.70 in Dębno ...

PolandTenders notice for Reconstruction of Road Sections in the Field of Pedestrian Road Construction in Piskorowice Dębno, Brzoza Krolewska Stage and Reconstruction of Municipal Road No. 104653R in Km0+696.00O+115.70 in Dębno .... The reference ID of the tender is 123989046 and it is closing on 20 Aug 2025.

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Tender Details

  • Country: Poland
  • Summary: Reconstruction of Road Sections in the Field of Pedestrian Road Construction in Piskorowice Dębno, Brzoza Krolewska Stage and Reconstruction of Municipal Road No. 104653R in Km0+696.00O+115.70 in Dębno ...
  • PLT Ref No: 123989046
  • Deadline: 20 Aug 2025
  • Competition: ICB
  • Financier: Self Financed
  • Purchaser Ownership: Public
  • Tender Value: Refer Document
  • Notice Type: Tender
  • Document Ref. No.: 2025/BZP 00362307/01
  • Purchaser's Detail :
  • Purchaser : LEŻAJSK COMMUNE
    Leżajsk
    Email :zamowieniapubliczne@poczta.gminalezajsk.pl
    URL :https://samorzad.gov.pl/web/gmina-lezajsk

  • Description :
  • Reconstruction of road sections in the field of pedestrian road construction in Piskorowice Dębno, Brzoza Krolewska Stage and reconstruction of municipal road No. 104653r in km0+696.00o+115.70 in Dębno ...
    Reconstruction of vibrations in the field of construction of pedestrian vibrations in Piskorowice DBNO, BRY Krlewska Stage I Reconstruction of the municipal road No. 104653r in km0+696.00do1+115.70 in DBNO.
    The subject of the fall is the construction of a pedestrian road in DBNO at the municipal road No. 104653r at km 0+696.00 to 1+115.70, DUGOCI 419.70m and 1.80m wide (without a tie and peel) and located on the road. On the sections with a tilt of the edge of less than 0.5%, an liquid stroke on the AWE of concrete, with a width of 20cm, made of two rows of cubes is provided. Slopes The road body was designed with a 1: 1 1: 1.5 slope. It is foreseen to extend the existing road from the side of the Krawnik. As part of the start of the new construction from existing, it should be carried out by the priceline layers for the width of 1.0 m from the tie, and at the bottom of the UOY Geostatyk strengthening with a strength of min. 100/100 KN.3. Range Construction robt covers the following issues: dehumidification of the road lane, removal of low greenery, sewage of worshiped buildings of the surface of the exit surfaces, passes, earthworks - preparation of the trough for the designed road surfaces, pacemas, exit, buildings of sections of the covered ditch together with equipment ...
  • Documents :
  •  Tender Notice

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