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Value

Type

Buyer

Notice

CLOSED

26 Jun

—

Estimated

Closed

MAIDSTONE AND TUNBRIDGE WELLS NHS TRUST

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Health & social· Published 28 May

CLOSED

26 Jun

—

Estimated

Closed

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Construction work· Published 28 May

CLOSED

26 Jun

—

Estimated

Closed

MAIDSTONE AND TUNBRIDGE WELLS NHS TRUST

General Roofing Services

Construction materials· Published 28 May

CLOSED

26 Jun

—

Estimated

Closed

MAIDSTONE AND TUNBRIDGE WELLS NHS TRUST

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Construction work· Published 28 May

CLOSED

25 Jun

—

Estimated

Closed

MAIDSTONE AND TUNBRIDGE WELLS NHS TRUST

General Flooring services and maintenance

Construction materials· Published 28 May

CLOSED

18 Jun

—

Estimated

Closed

MAIDSTONE AND TUNBRIDGE WELLS NHS TRUST

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Architecture & engineering· Published 28 May

CLOSED

16 Jun

—

Estimated

Closed

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Recreational & cultural· Published 27 May

CLOSED

27 May

—

Estimated

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Architecture & engineering· Published 27 May

CLOSED

27 May

—

Estimated

Closed

NHS Commercial Solution

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Business services· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Services

Nottingham City Council

CPU6963 Framework for Care and Support Services in an Extra Care Setting

· Published 27 May

CLOSED

20 Jun

£250k

Estimated

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Wigan Council

0680 Country Park Bridge Works Contract 2025

Construction work· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Works

Wigan Council

0680 Country Park Bridge Works Contract 2025

· Published 27 May

CLOSED

24 Jun

—

Estimated

Closed

UNIVERSITY OF SHEFFIELD

4559.EFM.SW.25 Samuel Fox House Refurbishment

Construction work· Published 27 May

CLOSED

27 May

—

Estimated

Closed

Homes England (the name adopted by the Homes and Communities Agency)

Compliance Inspector Appointment at Whittingham Phase 3C

Architecture & engineering· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Services

Newcastle City Council

Assertive Outreach for People Sleeping Rough

· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Services

Derry City and Strabane District Council

T24-124BUS PEACEPLUS Ballyarnett Early Years

Health & social· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Services

Cornwall Partnership NHS Foundation Trust

NHS2292 - Cornwall Eating Disorder Service 25-26

Health & social· Published 27 May

CLOSED

27 May

—

Estimated

Closed

NHS Commercial Solution

Sustainable Estates Solutions Framework Agreement

Construction work· Published 27 May

CLOSED

27 May

—

Estimated

Closed

FTS · Services

Cornwall Partnership NHS Foundation Trust

NHS2113 - Cornwall Eating Disorder Service 24-25

Health & social· Published 27 May

CLOSED

04 Jun

£30k

Estimated

Closed

Cambridge City Council

Cambridge City Council - Minor Construction Works at Meadows Community Centre

Construction work· Published 27 May

Page 206 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