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Page 368 of 8764

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Notice

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The Greater Manchester Education Trust Cleaning Framework Tender 2025

Sewage & refuse· Published 30 Jan

CLOSED

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WWF-UK (WORLD WIDE FUND FOR NATURE) TRADING LIMITED

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R&D services· Published 30 Jan

CLOSED

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—

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Construction work· Published 30 Jan

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Reading Borough Council

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Electrical machinery· Published 30 Jan

CLOSED

30 Apr

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CLOSED

28 Feb

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Department for Energy Security & Net Zero

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Financial services· Published 30 Jan

CLOSED

20 Feb

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17 Feb

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FUTURES HOUSING GROUP LIMITED

Solar Panel FHG24293JC

Petroleum & fuel· Published 30 Jan

CLOSED

28 Feb

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MERCATEO UK LIMITED

Health Products/Medical Equipment

Medical equipment· Published 30 Jan

CLOSED

24 Mar

£75.0m

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Cambridge City Council

Cambridge City Council - Civic Quarter Development

Construction work· Published 30 Jan

CLOSED

24 Jan

—

Estimated

Closed

London Borough of Haringey - Parks and Leisure

Tree Maintenance - Planned - Tree Maintenance - Planned - Highways

Construction work· Published 30 Jan

CLOSED

03 Mar

£227k

Estimated

Closed

Met Office

Provision of Radar Antenna for C-Band Weather Radar on behalf of the Met Office

Laboratory equipment· Published 30 Jan

Page 368 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