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Value

Type

Buyer

Notice

CLOSED

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Estimated

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£300k

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Closed

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Health & social· Published 12 Feb

CLOSED

12 Feb

—

Estimated

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· Published 12 Feb

CLOSED

12 Feb

—

Estimated

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Transport services· Published 12 Feb

CLOSED

26 Mar

—

Estimated

Closed

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Health & social· Published 12 Feb

CLOSED

12 Feb

—

Estimated

Modification

FTS

Medway Council

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· Published 12 Feb

CLOSED

02 Mar

£500k

Estimated

Closed

UNITE PROCUREMENT UK LIMITED

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Furniture & furnishings· Published 12 Feb

CLOSED

12 Mar

£425k

Estimated

Closed

Central Swindon North Parish Council

Heat Decarbonisation Programme - Low Carbon Heating & BEMS Installation (4 Community Centres), Swindon

Construction work· Published 12 Feb

CLOSED

17 Feb

£100k

Estimated

Closed

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Transport equipment· Published 12 Feb

CLOSED

18 Feb

—

Estimated

Closed

KIER TRANSPORTATION LIMITED

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Construction materials· Published 12 Feb

CLOSED

18 Feb

—

Estimated

Closed

KIER TRANSPORTATION LIMITED

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Construction materials· Published 12 Feb

CLOSED

11 Feb

—

Estimated

Modification

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The Royal Parks Limited

Light Touch Concession Contract for the Provision of Catering and Venue Services at Pembroke Lodge

· Published 11 Feb

CLOSED

11 Feb

—

Estimated

Modification

FTS

Dartford Borough Council

Graffiti Cleansing Within Dartford Town Centre 2026-2029

· Published 11 Feb

CLOSED

25 Feb

£10.0m

Estimated

Closed

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

EKFB JV - Seeding Works - G2S

Construction work· Published 11 Feb

CLOSED

25 Feb

£5.0m

Estimated

Closed

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

EKFB JV - Planting Works - G2S

Construction work· Published 11 Feb

CLOSED

23 Feb

—

Estimated

Closed

Essex County Council

Smart Bus Timetables

IT services· Published 11 Feb

CLOSED

11 Mar

—

Estimated

Closed

Newry, Mourne and Down District Council (NMD)

CA17192 - RFQ 2025/56 - PEACEPLUS Community Led Shared History Culture Programme Sacred Spaces of Slieve Gullion

Education & training· Published 11 Feb

CLOSED

23 Feb

£65k

Estimated

Closed

London Borough of Haringey

FELIX BATCH 48

Construction work· Published 11 Feb

CLOSED

11 Feb

—

Estimated

Modification

FTS

Swansea University

SU72(26) Re-tender for a Portable Ultrasound Machine with Specialised Phased Array Cardiac, Linear and Non-imaging Probes

· Published 11 Feb

CLOSED

11 Feb

£4.5m

Estimated

Closed

AMEY DEFENCE SERVICES LIMITED

FDIS - Marham Whole House Refurbishments to 24 properties - FY2026/27 - Amey Central Region - East

Construction work· Published 11 Feb

Page 51 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