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Value

Type

Buyer

Notice

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Estimated

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Education & training· Published 20 Feb

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Historic Object Asbestos Framework 2025

Construction work· Published 20 Feb

CLOSED

21 Mar

£130k

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Architecture & engineering· Published 20 Feb

CLOSED

10 Mar

—

Estimated

Closed

Sheffield City Council

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Business services· Published 20 Feb

CLOSED

21 Mar

—

Estimated

Closed

Ministry of Defence, DIO,

Counter Uncrewed Aerial Systems (C-UAS) Exposition - RFI

Security & defence· Published 20 Feb

CLOSED

14 May

—

Estimated

Closed

Communities & Housing Investment Consortium Ltd (CHIC)

CHIC Multiple Elements of the Built Environment Framework [2025-2029]

Construction materials· Published 20 Feb

CLOSED

24 Mar

—

Estimated

Closed

Maidstone Borough Council

MBC Maidstone East Development

Construction work· Published 20 Feb

CLOSED

20 Feb

—

Estimated

Closed

FTS · Supplies

University of Glasgow

PURCH2394 Provision Of Framework Agreement For A 3d Singe Cell Multi-Omic Laser

· Published 20 Feb

CLOSED

21 Feb

£50k

Estimated

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GB-London: Concierge Services

Repair & maintenance· Published 20 Feb

CLOSED

01 Jun

£56.6m

Estimated

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The Supply of Electric Vehicle Charging Infrastructure and Associated Services 2025-2040

Construction work· Published 20 Feb

CLOSED

09 Apr

£3.6bn

Estimated

Closed

Warwickshire County Council

WCC - Home Care Services

Health & social· Published 20 Feb

CLOSED

26 Feb

—

Estimated

Closed

SKANSKA CONSTRUCTION UK LIMITED

Soil Quality Monitoring

Mining & minerals· Published 20 Feb

CLOSED

20 Mar

£800k

Estimated

Closed

Newcastle City Council

Paint Pack Supply

Construction materials· Published 20 Feb

CLOSED

31 Mar

—

Estimated

Closed

Foreign Commonwealth and Development Office

Asia Pacific Regional Benefits Manager (APAC RBM)

Financial services· Published 20 Feb

CLOSED

20 Feb

—

Estimated

Closed

FTS · Services

UK Research & Innovation

The Provision of Patent and Trademark Attorney Services

· Published 20 Feb

CLOSED

17 Feb

—

Estimated

Closed

UK Research & Innovation

The Provision of Patent and Trademark Attorney Services

Business services· Published 20 Feb

CLOSED

28 Mar

—

Estimated

Closed

UNIVERSITY OF DERBY

Fire Door Inspections & Remedial works

Construction materials· Published 20 Feb

CLOSED

17 Apr

—

Estimated

Closed

Wiltshire Council

CS1966 District Specialist Centre (DSC) Windmill Hill, Tidworth

Education & training· Published 20 Feb

CLOSED

22 Apr

—

Estimated

Closed

EN Procure Ltd

DPS for Compliance Works (2025)

Construction work· Published 20 Feb

CLOSED

28 Mar

£16.0m

Estimated

Closed

South Yorkshire Pensions Authority

Investment Management Services

Financial services· Published 20 Feb

Page 296 of 8261

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Notice peek

ClosedCF · 2ce1af6f4315

A57 Reinforced Earth Abutments (DESIGN ONLY )

BALFOUR BEATTY CIVIL ENGINEERING LIMITED

Status

Closed

Estimated

—

Published

24 Jul 2025

Key facts

Notice ID: cf-a1f17902-3859-4f21-b064-2ce1af6f4315
CPV code: 71320000 · Architecture & engineering
Source: Contracts Finder

Timeline

Published
24 Jul 2025

Description

Description of the subcontract works 1) Reinforced soil abutment TWs design required to support temporary bridge over A57 - see previous TWs drawing 0002 Rev C3 attached for solution similar to this we are looking to complete. 2) A57 TWs loadings as per PDF annotated drawing attached "A57 Mottram - Temporary Bridge Reinforced Abutment LOADS Rev 1" 3) Main loads to note are: i. RC bankseat located on top of reinforced soil abutment - see TWs drawing 0011 Rev P1 attached from other scheme for 70m clear span temporary bridge, assume RC bankseat 1m deep subject to TWs detailed design ii. Assume PLAN area RC bankseat = 10m (transversally across temporary bridge) x 2m (along long length temporary bridge) = 20m2 iii. MAX GBP, Z vertical @ 110kN/m2 iv. MAX horizonal load, X @ 726kN 4) Temporary bridge to have 6.00m headroom clearance to soffit bridge deck with deflection from existing carriageway level 5) Reinforced soil abutment height = 1m buried below egl + 5m above egl + 0.4m temporary bridge deflection (assumed) = 6.4m height 6) 1m road side face reinforced soil abutment to face RC bankseat 7) 2m non-road side face (not approach ramp side) to face RC bankseat 8) Reinforced soil abutment faces to be vertical or nearly 9) PLAN area main block reinforced soil abutments = 14m (East to West) x 8m (North to South), distance to required geogrid tail length 10) TWs design life < 2 years 11) Reinforced soil abutment fill 6F5 quarried material (preferable) 12) Price to include TWs design and materials supply ONLY 13) Suggested installers information to be passed on for BB to contact to discuss installation 14) Price to also include for: i. AIP TWs input for temporary bridge reinforced soil abutments element ii. AIP DRN comments reply support to temporary bridge reinforced soil abutments element iii. AIP Certificate review and signature (CEng MICE signature required) iv. GDR input v. TWs design calculations - provision of these on completion of TWs design vi. TWs CAT 3 Check comment support to temporary bridge reinforced soil abutments element vii. Site visits = allow 2No