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Value

Type

Buyer

Notice

CLOSED

16 May

—

Estimated

Closed

UK Research & Innovation

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Modification

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Construction materials· Published 16 Apr

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16 Apr

—

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FTS · Works

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Competitive Land, Design and Build Contract within NIHE Area West Belfast, County Antrim, Northern Ireland (2) 40 - 50 Units

Construction work· Published 16 Apr

CLOSED

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Estimated

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Ministry of Defence, DIO,

Military Instrument Flight Procedures Maintenance and Safeguarding - Contracts Finder Opportunity

Administration services· Published 16 Apr

CLOSED

15 May

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Estimated

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Whitby Town Council

WHITBY CHRISTMAS LIGHTS 2025-27

Installation services· Published 16 Apr

CLOSED

30 May

£600k

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Estate Agency Framework FHG_2025P027

Real estate· Published 16 Apr

CLOSED

13 Feb

£1.0m

Estimated

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Isle of Wight Council

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Public utilities· Published 16 Apr

CLOSED

01 Oct

£4k

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Business services· Published 16 Apr

CLOSED

14 May

£500.0m

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ATTAIN HEALTH MANAGEMENT SERVICES LTD

Framework VCSOs/SMEs Contracts (re-opening PDPS) for NHS Mid and South Essex ICB

Health & social· Published 15 Apr

CLOSED

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Estimated

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SKANSKA CONSTRUCTION UK LIMITED

Lower Thames Crossing - Kent Roads - Condition Surveys

Architecture & engineering· Published 15 Apr

CLOSED

23 Apr

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Estimated

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SKANSKA CONSTRUCTION UK LIMITED

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Transport equipment· Published 15 Apr

CLOSED

23 Apr

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Estimated

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SKANSKA CONSTRUCTION UK LIMITED

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Architecture & engineering· Published 15 Apr

CLOSED

23 Apr

—

Estimated

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SKANSKA CONSTRUCTION UK LIMITED

Lower Thames Crossing - Kent Roads - Vehicle Recovery

Transport equipment· Published 15 Apr

CLOSED

23 Apr

—

Estimated

Closed

SKANSKA CONSTRUCTION UK LIMITED

Lower Thames Crossing - Kent Roads - Vehicle Recovery

Repair & maintenance· Published 15 Apr

CLOSED

23 Apr

—

Estimated

Closed

SKANSKA CONSTRUCTION UK LIMITED

Lower Thames Crossing - Kent Roads - Temporary Fencing

Transport equipment· Published 15 Apr

CLOSED

27 May

—

Estimated

Closed

North Lincolnshire Council

Traffic Signal Term Maintenance Services 2025-2029

Construction work· Published 15 Apr

CLOSED

15 Apr

—

Estimated

Closed

FTS · Services

NHS England

Covid-19 Vaccination Programme – Fixed Sites – North West

Health & social· Published 15 Apr

CLOSED

16 Apr

£5k

Estimated

Closed

BIP SOLUTIONS LIMITED

Test BIP SOLUTIONS

Agricultural products· Published 15 Apr

CLOSED

02 May

—

Estimated

Closed

Shropshire Healthcare Procurement Service

RA350376 - Travel Management Booking Services

Transport services· Published 15 Apr

Page 230 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