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Value

Type

Buyer

Notice

CLOSED

28 Apr

—

Estimated

Modification

FTS

LOCAL SPACE

Insurance Services

· Published 28 Apr

CLOSED

08 May

—

Estimated

Closed

West Suffolk NHS Foundation Trust

CA17712 - Paediatric autism assessment capacity

Health & social· Published 28 Apr

CLOSED

28 Apr

—

Estimated

Modification

FTS

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Servicing, Maintenance and Repair of Domestic & Commercial Heating Systems

· Published 28 Apr

CLOSED

28 Apr

—

Estimated

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Electrical Inspection, Repairs and Installations Contract

· Published 28 Apr

CLOSED

28 Apr

—

Estimated

Modification

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· Published 28 Apr

CLOSED

07 May

—

Estimated

Closed

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External redecorations and associated external and internal repairs

Repair & maintenance· Published 28 Apr

CLOSED

28 Apr

—

Estimated

Modification

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Retrofit Installers

· Published 28 Apr

CLOSED

08 May

£100k

Estimated

Closed

The Oil & Pipelines Agency

GB-Plumley: OPA/T823 - Wireline Services

Oil & gas services· Published 28 Apr

CLOSED

05 May

£5.0m

Estimated

Closed

Eiffage Kier JV HS2 Main Civils Works, Lots C2 & C3

EKFB JV - Highways Works - NC2A draft

Construction work· Published 28 Apr

CLOSED

05 May

£5.0m

Estimated

Closed

Eiffage Kier JV HS2 Main Civils Works, Lots C2 & C3

EKFB JV - Highways Works - NC2A

Construction work· Published 28 Apr

CLOSED

08 May

£100k

Estimated

Closed

London Museum

GB-London: Commercial Events and Programme Production Partner

Business services· Published 28 Apr

CLOSED

28 Apr

—

Estimated

Modification

FTS

Trowbridge Town Council

Fire Alarms, Intruder Alarms & Access Control Testing, Maintenance and Monitoring.

· Published 28 Apr

CLOSED

27 Apr

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Estimated

Modification

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University Hospitals Plymouth

PPSA - Pharmacy Logistics Service

· Published 27 Apr

CLOSED

27 Apr

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Estimated

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FTS · Services

Scottish Government

Maintenance & Repair of Vessel Propulsion Drives

Repair & maintenance· Published 27 Apr

CLOSED

27 Apr

—

Estimated

Modification

FTS

Westmorland and Furness Council

Repair Works at Thorncliffe Cemetery Gatehouse and Former Roman Catholic Chapel, Barrow in Furness

· Published 27 Apr

CLOSED

27 Apr

—

Estimated

Modification

FTS

Chesterfield Borough Council

Thorntree Court Roof Replacement

· Published 27 Apr

CLOSED

27 Apr

—

Estimated

Modification

FTS

UNITED UTILITIES WATER LIMITED

PRO004920-Services-Framework-Mechanical Services

· Published 27 Apr

CLOSED

27 Apr

—

Estimated

Modification

FTS

Newport City Council

NCC202500260 - Chartist Drive Construction Phase Strengthening and Upgrade

· Published 27 Apr

CLOSED

27 Apr

—

Estimated

Modification

FTS

Procurement and Logistics Service, Business Services Organisation

Total Bed Management

· Published 27 Apr

CLOSED

15 Oct

£337k

Estimated

Closed

The Christie NHS Foundation Trust

Outline Business Case - EPR

IT services· Published 27 Apr

Page 13 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