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175,267 noticesclosed · sorted by publication date

Page 405 of 8764

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Value

Type

Buyer

Notice

CLOSED

07 Feb

—

Estimated

Closed

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Repair & maintenance· Published 17 Jan

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31 Jan

—

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Construction work· Published 17 Jan

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—

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Construction materials· Published 17 Jan

CLOSED

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—

Estimated

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Health & social· Published 17 Jan

CLOSED

20 Feb

—

Estimated

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UK Research & Innovation

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Food & beverages· Published 17 Jan

CLOSED

31 Jan

—

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Construction materials· Published 17 Jan

CLOSED

17 Apr

—

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31 Jan

—

Estimated

Closed

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Construction work· Published 17 Jan

CLOSED

14 Feb

£98k

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Sewage & refuse· Published 17 Jan

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Repair & maintenance· Published 17 Jan

CLOSED

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£17k

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Repair & maintenance· Published 17 Jan

CLOSED

04 Mar

—

Estimated

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Security & defence· Published 17 Jan

CLOSED

31 Jan

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Electrical machinery· Published 17 Jan

CLOSED

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—

Estimated

Closed

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Architecture & engineering· Published 17 Jan

CLOSED

29 Jan

£50k

Estimated

Closed

Guy's and St Thomas' NHS Foundation Trust

Equipment Maintenance for Medical Gas Supply (flowmeters, regulators etc) Reference: ST24-P434

Repair & maintenance· Published 17 Jan

CLOSED

17 Jan

—

Estimated

Closed

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Infusion Pumps Administration Sets and Associated products 2026

Medical equipment· Published 17 Jan

CLOSED

07 Feb

£30k

Estimated

Closed

Stoke-on-Trent Council

Support for Families with Additional Needs

Health & social· Published 17 Jan

CLOSED

19 Feb

—

Estimated

Closed

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Architecture & engineering· Published 17 Jan

CLOSED

31 Jan

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Estimated

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SKANSKA CONSTRUCTION UK LIMITED

Series 1200: Traffic Signs, Road Markings and Studs etc - A46 Newark Bypass Scheme

Transport equipment· Published 17 Jan

Page 405 of 8764

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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