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Value

Type

Buyer

Notice

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Construction work· Published 27 Jan

CLOSED

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Construction materials· Published 27 Jan

CLOSED

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—

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Department for Business & Trade

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CLOSED

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CLOSED

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Estimated

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CLOSED

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IT services· Published 27 Jan

CLOSED

28 Mar

—

Estimated

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The Police and Crime Commissioner for Derbyshire

Clay Cross SNT New Build

Construction work· Published 27 Jan

CLOSED

24 Feb

£250k

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Trafford Council

Tatton House Overroofing

Construction work· Published 27 Jan

CLOSED

27 Feb

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Estimated

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City of London Corporation

Climate Action Strategy Post - 2027 Development Support

Architecture & engineering· Published 27 Jan

CLOSED

03 Mar

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Estimated

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Natural History Museum

Gallery 33 Refurbishment: Design and Consultancy Services

Architecture & engineering· Published 27 Jan

CLOSED

26 Feb

£1.3m

Estimated

Closed

West Sussex County Council

Grounds Maintenance Services 2025

Agriculture & forestry· Published 27 Jan

CLOSED

07 Mar

—

Estimated

Closed

The University Of Kent

Creation of New Teaching Facilities - Darwin College

Construction work· Published 27 Jan

CLOSED

03 Feb

—

Estimated

Closed

Sheffield City Council

Fringe At Tramlines Devonshire Green stage programme

Business services· Published 27 Jan

Page 380 of 8764

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Notice peek

ClosedCF · 1014ff40690e

BBV Attenuation Tank Pre-Cast

Balfour Beatty VINCI JV HS2

Status

Closed

Estimated

£1.0m

Published

08 Sept 2025

Key facts

Notice ID: cf-04dc0d66-e465-4a13-bfe6-1014ff40690e
CPV code: 45223500 · Construction work
Source: Contracts Finder

Timeline

Published
08 Sept 2025

Description

The scope of work includes design and supply of a precast Attenuation Tank for Duddeston Mill Road North, Birmingham. The tank will be made from precast concrete elements and will have an overall internal length of 31m and an internal width of 8.35m with a clear height of 1.70m. The structure will consist of a two-span box structure. A minimum of 2 no. access points to the tank are proposed close to the inlet and outlet locations, 750x750mm openings . The whole attenuation tank will be a fully precast concrete structure. The tank segments are fully integral twin-cell box structures without joints. Precast tank units shall be joined longitudinally by a concrete spigot and socket joint. Minimum design working life for each element The precast concrete elements of the tanks should have a design working life of not less than 120 years (Category 5). Concrete cover has been specified to achieve this lifespan. Other sub-elements will have the following design working lives: • Waterproofing: 30 years. • Sealants to joints of precast units: 20 years to first maintenance. General notes - Design, supply and delivery only - Future waterproofing proofing rebate to be proposed and agreed at design stage - Lifting points to be included in the design - Anticipate delivery of units with bituminous waterproofing system applied - Integrated joint waterproofing with compressible strip and - Assumptions and exclusions to be included