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Time to close

Value

Type

Buyer

Notice

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—

Estimated

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CLOSED

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£150k

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Construction work· Published 17 Oct

CLOSED

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Construction work· Published 17 Oct

CLOSED

17 Oct

—

Estimated

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· Published 17 Oct

CLOSED

17 Oct

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CLOSED

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The Portico Academy Trust

CA16616 - Portico Academy Trust _ Essex

Sewage & refuse· Published 17 Oct

CLOSED

17 Nov

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Electrical machinery· Published 17 Oct

CLOSED

31 Oct

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University of Bristol

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27 Oct

£10.0m

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CLOSED

16 Oct

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City of York Council

Planned Maintenance of Fire Systems and Emergency Lighting

· Published 16 Oct

CLOSED

30 Oct

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Department for Education

Tackling Antisemitism in Education Innovation Fund - Market Engagement Event

Education & training· Published 16 Oct

CLOSED

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FTS · Services

ScotRail Trains Ltd

SR-PACT-PROJ-216 HST Power Car Remote Monitoring System

Repair & maintenance· Published 16 Oct

CLOSED

31 Oct

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LondonEnergy Ltd

RA354085 - Concrete Platform Slab Repair

Construction work· Published 16 Oct

CLOSED

16 Oct

—

Estimated

Closed

Ministry of Defence, DIO,

Supply Chain Notice: BLD0277-02 24 Store Roof Remedials

Construction work· Published 16 Oct

CLOSED

20 Nov

£5.0m

Estimated

Closed

THE UNIVERSITY OF WESTMINSTER

Estates - General Consultancy Support

Architecture & engineering· Published 16 Oct

CLOSED

16 Oct

—

Estimated

Modification

FTS

UK SPACE AGENCY

UKSAC25_0071 - Threat Led Penetration Testing - Black Team

· Published 16 Oct

Page 114 of 8261

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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