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Value

Type

Buyer

Notice

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£300k

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—

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Health & social· Published 10 Mar

CLOSED

20 Mar

—

Estimated

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Business services· Published 10 Mar

CLOSED

10 Mar

—

Estimated

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FTS · Services

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Repair & maintenance· Published 10 Mar

CLOSED

07 Apr

£30k

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2070 NICOR Consultancy Support for NHS Arden & GEM CSU

Business services· Published 09 Mar

CLOSED

10 Apr

—

Estimated

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Sewage & refuse· Published 09 Mar

CLOSED

25 Mar

—

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RSPB Waste Management Request for Information

Sewage & refuse· Published 09 Mar

CLOSED

20 Apr

—

Estimated

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London Borough of Newham

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Health & social· Published 09 Mar

CLOSED

09 Mar

—

Estimated

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FTS · Services

ScotRail Trains Ltd

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Installation services· Published 09 Mar

CLOSED

09 Mar

—

Estimated

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Care Service Product and Delivery Partner

· Published 09 Mar

CLOSED

09 Mar

—

Estimated

Closed

FTS · Services

Highlands & Islands Enterprise

FTS048 Cleaning Services - Inverness Campus

Sewage & refuse· Published 09 Mar

CLOSED

09 Mar

£4.5m

Estimated

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AMEY DEFENCE SERVICES LIMITED

FDIS - Honington External Refurbishments to 15 properties - FY2026/27 - Amey Central Region - East

Construction work· Published 09 Mar

CLOSED

09 Mar

£4.5m

Estimated

Closed

AMEY DEFENCE SERVICES LIMITED

FDIS - Colchester External Refurbishments to 20 properties - FY2026/27 - Amey Central Region - East

Construction work· Published 09 Mar

CLOSED

09 Mar

£4.5m

Estimated

Closed

AMEY DEFENCE SERVICES LIMITED

FDIS - Brecon External Refurbishments to 16 properties - FY2026/27 - Amey North Region - Wales

Construction work· Published 09 Mar

CLOSED

13 Apr

—

Estimated

Closed

ROYAL SOCIETY FOR THE PROTECTION OF BIRDS

Downs to the Sea - Ferry Fields Predator Exclusion Fence

Construction work· Published 09 Mar

CLOSED

13 Mar

—

Estimated

Closed

AUREOS HIGHWAYS LIMITED

A66 - Scheme 3A - Penrith to Temple Sowerby - Material Testing

Construction materials· Published 09 Mar

CLOSED

13 Mar

—

Estimated

Closed

Ministry of Defence, DIO,

Supply Chain Notice: WC1831293 - Installation of a new RO unit (Brackish water), Dhekelia (CYPRUS)

Construction work· Published 09 Mar

CLOSED

06 Mar

—

Estimated

Modification

FTS

Royal Borough of Kingston Upon Thames

Print & Design Framework

· Published 06 Mar

CLOSED

25 Mar

£1.6m

Estimated

Closed

University Hospitals Sussex Foundation NHS Trust

Staffed scanning service at St Richards - relocatable MRI

Health & social· Published 06 Mar

CLOSED

06 Mar

—

Estimated

Modification

FTS

the Education Authority

Outdoor Furniture made from Recycled Plastic

· Published 06 Mar

Page 35 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