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SA242 Penallta Road Bridge Strengthening

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Caerphilly County Borough Council is seeking a qualified Principal Contractor for the strengthening of the Penallta Road Bridge in Ystrad Mynach, Hengoed, Wales. Overseen by the Engineering Projects Group, the project involves constructing a reinforced concrete box structure to provide long-term support to the existing asset, which will remain in situ. To ensure structural continuity and full load transfer, voids between the new and existing structures will be filled with foam concrete. The project also requires the installation of permanent blockwork formwork with blue pennant stone cladding on all exposed faces to maintain a durable and aesthetically sympathetic finish. The estimated contract value is 600,000 GBP excluding VAT, with a performance period scheduled from January 4, 2027, to February 26, 2027. This solicitation, identified as 2026/S 000-093972, is open to small and medium-sized enterprises, with a tender submission deadline of October 30, 2026. Award decisions will be based on a weighted evaluation of cost at 70 percent and quality at 30 percent. Primary contact for the project is Julian Higgs.

General Info

Contract for strengthening Penallta Road Bridge in Wales, valued at £600,000 excluding VAT.

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SA242 Penallta Road Bridge Strengthening

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Organization & Contact Information

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AgencyCaerphilly County Borough Council
Contacts1 person available
OfficeN/A
Office AddressN/A

Full Description

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Caerphilly County Borough Council (CCBC) is seeking to appoint an external suitably qualified and experienced Principal Contractor to undertake works to Penallta Road Bridge, Penallta Road, Ystrad Mynach, Hengoed, Caerphilly County Borough, Wales, CF82 7GN. CCBC’s Engineering Projects Group (EPG) is the client for this project and will oversee the works. The proposed strengthening solution comprises the construction of a reinforced concrete box structure designed to provide long-term support to the existing asset. Any voids between the existing structure and the new reinforced concrete box will be infilled with foam concrete to ensure full load transfer and structural continuity. Permanent formwork will be utilised, consisting of blockwork construction with blue pennant stone cladding to all exposed faces, mechanically tied at both end elevations to provide a durable and aesthetically sympathetic finish. It should be noted that the existing superstructure will remain in situ. However, the introduction of the reinforced concrete box and associated infill will fundamentally alter the structural arrangement and load-bearing behaviour of the asset when compared with its current configuration.

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