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Value

Type

Buyer

Notice

CLOSED

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—

Estimated

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Health & social· Published 13 Feb

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—

Estimated

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Construction work· Published 13 Feb

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17 Mar

£150k

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Software packages· Published 13 Feb

CLOSED

17 Mar

—

Estimated

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Nottingham Trent University

Provision of Painting & Decorating Services Framework

Construction work· Published 13 Feb

CLOSED

31 Mar

—

Estimated

Closed

NHS MIDLANDS AND LANCASHIRE COMMISSIONING SUPPORT UNIT

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Business services· Published 13 Feb

CLOSED

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£450k

Estimated

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CO6081:Poplar Bath Leisure Centre - Rooftop Gaming Pitch

Construction work· Published 13 Feb

CLOSED

17 Mar

—

Estimated

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Construction work· Published 13 Feb

CLOSED

18 Mar

—

Estimated

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Transport equipment· Published 13 Feb

CLOSED

14 Mar

—

Estimated

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Construction work· Published 13 Feb

CLOSED

06 Mar

£500k

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Administration services· Published 13 Feb

CLOSED

20 Mar

£31.0m

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Corporate Officer of the House of Commons

Repairs to House of Lords Chamber Roof - Main Works

Construction work· Published 13 Feb

CLOSED

13 Feb

—

Estimated

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Hotel & restaurant· Published 13 Feb

CLOSED

27 Feb

—

Estimated

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Chemonics International, Inc.

Procurement of Medical supplies for shelters

Medical equipment· Published 13 Feb

CLOSED

13 Feb

£100k

Estimated

Closed

DfT, Driver and Vehicle Licensing Agency

Provision of Certified Mechanical Handling Equipment & Various Health & Safety Training Services

Education & training· Published 13 Feb

CLOSED

05 Mar

£180k

Estimated

Closed

Dudley Metropolitan Borough Council

Tender for the Provision of Repairs, Maintenance and Servicing to Refuse Chutes in Council Owned Low and High Rise Blocks within the Dudley Borough

Sewage & refuse· Published 13 Feb

CLOSED

27 Mar

£300k

Estimated

Closed

Winterbourne Parish Council

Sports Pavilion Extension and Refurbishment

Construction work· Published 13 Feb

CLOSED

13 Feb

—

Estimated

Closed

FTS · Services

University of Hertfordshire

Nursery Agency Supply Staff - 2024

Business services· Published 13 Feb

CLOSED

14 Mar

—

Estimated

Closed

The Pioneer Housing and Community Group Limited

Procurement Support

Business services· Published 13 Feb

CLOSED

21 Mar

—

Estimated

Closed

Wolverhampton City Council

CWC24168 - Northwood Park Improvements

Construction work· Published 13 Feb

CLOSED

13 Mar

£40k

Estimated

Closed

Leicestershire County Council

The Provision of Incident Response Training Provider for the Leicester, Leicestershire and Rutland Local Resilience Forum

Education & training· Published 13 Feb

Page 326 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