Suche
Erweiterte Suche

Cwf Lot 2A - Reconstruction Of Scrithwaite Wood Retaining Wall

Auftragsvergaben

Allgemeine Informationen
Vereinigtes Königreich
   WAFC001-DN759776-64046472
   Mär 31, 2025
Westmorland and Furness Council
   Englisch
   andere
75000 GBP
   veröffentlicht: Mär 31, 2025

Kontakt

   Pam Moffatt
Westmorland and Furness Council
South Lakeland House Lowther Street Kendal LA9 4DQ England
England
Vereinigtes Königreich
   +44 1539793146
   Klicken Sie hier

Güter, Baumaßnahmen und Leistungen

Bauarbeiten

Additional resources

Contract award information
   Metcalfe Plant Hire Ltd

Zusammenfassung

       

notice_summary_english: his project is for the design and reconstruction of approximately 15m length of Scrithwaite Wood Retaining Wall on the C5008, North of Broughton Mills.
The existing wall has partially collapsed, with an adjacent length being in an unstable condition. The wall retains approximately 2.1m (max) of land (public highway) above a steep inclined slope. The collapsed section of the wall has created a residual slope of consolidated material with a 1m vertical slope of exposed natural gravel material below the defined road construction.
The Contractor will be required to undertake the role of Principal Designer & Principal Contractor and fulfil their obligations in accordance with CDM 2015.
The Contractor will be required to design and construct the permanent engineered highway retaining wall.
The Contractor will be required to design and check temporary works as required e.g. provision of shoring for excavation.
The Contractor should consider the design period required for the temporary and permanent works, including Technical Approval to CG300 and Design & Check Certification - considered to be a Category 0 structure.
local_title: CWF Lot 2A - Reconstruction of Scrithwaite Wood Retaining Wall
notice_contract_type: Works
local_description: his project is for the design and reconstruction of approximately 15m length of Scrithwaite Wood Retaining Wall on the C5008, North of Broughton Mills.
The existing wall has partially collapsed, with an adjacent length being in an unstable condition. The wall retains approximately 2.1m (max) of land (public highway) above a steep inclined slope. The collapsed section of the wall has created a residual slope of consolidated material with a 1m vertical slope of exposed natural gravel material below the defined road construction.
The Contractor will be required to undertake the role of Principal Designer & Principal Contractor and fulfil their obligations in accordance with CDM 2015.
The Contractor will be required

Originaltext

More information: Klicken Sie hier
Diese Ausschreibung dient nur zur Information.
Auch wenn wir stets bemüht sind, immer aktuelle und genaue Informationen Ihnen zur Verfügung zu stellen, können wir keine Garantie auf Richtigkeit der Inhalte übernehmen.
Wenn Sie Aktualisierungen/Korrekturen für diese Ausschreibung haben, bitte informieren Sie uns.