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Cwf Lot 2A - Reconstruction Of Scrithwaite Wood Retaining Wall

Adjudicação de contrato

Informação Geral
Reino Unido
   WAFC001-DN759776-64046472
   31 de Mar, 2025
Westmorland and Furness Council
   Inglês
   Outro
75000 GBP
   publicado: 31 de Mar, 2025

Informação para contato
   Pam Moffatt
Westmorland and Furness Council
South Lakeland House Lowther Street Kendal LA9 4DQ England
England
Reino Unido
   +44 1539793146
   Clique aqui

Bens, obras e serviços

Construção

Additional resources

Contract award information
   Metcalfe Plant Hire Ltd

Resumo

       

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

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