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Cwf Lot 2A - Reconstruction Of Scrithwaite Wood Retaining Wall

Acordarea Contractului

Informaţii generale
Marea Britanie
   WAFC001-DN759776-64046472
   Mar 31, 2025
Westmorland and Furness Council
   Engleză
   Altele
75000 GBP
   publicat: Mar 31, 2025

Informaţii de Contact
   Pam Moffatt
Westmorland and Furness Council
South Lakeland House Lowther Street Kendal LA9 4DQ England
England
Marea Britanie
   +44 1539793146
   Faceţi clic aici

Bunuri, lucrări, servicii

Lucrări de construcţii

Additional resources

Contract award information
   Metcalfe Plant Hire Ltd

Rezumat

       

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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