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Time to close

Value

Type

Buyer

Notice

CLOSED

08 May

—

Estimated

Closed

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IT services· Published 08 May

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08 May

—

Estimated

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Construction work· Published 08 May

CLOSED

02 Jun

—

Estimated

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Business services· Published 08 May

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09 Jun

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Boston College

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Furniture & furnishings· Published 08 May

CLOSED

13 Jun

—

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Transport services· Published 08 May

CLOSED

09 Jun

£154k

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Agriculture & forestry· Published 07 May

CLOSED

10 Jun

—

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Repair and maintenance of LRF valves plus related mechanical services

Electrical machinery· Published 07 May

CLOSED

07 May

—

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07 May

—

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Major External works to 76 Palatine Road Blackpool £15k - £400k BHC Building and Refurbishment Framework

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15 May

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R&D services· Published 07 May

CLOSED

23 May

—

Estimated

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CLOSED

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CLOSED

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IT services· Published 07 May

CLOSED

05 Jun

—

Estimated

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Lynton & Lynmouth Town Council

Cleaning contract Public Toilets - Lynton & Lynmouth

Sewage & refuse· Published 07 May

CLOSED

30 May

—

Estimated

Closed

North Yorkshire County Council

Request for Information - Provision of Medical Support for Scarborough Open Air Theatre, Scarborough Spa and Other Events

Health & social· Published 07 May

CLOSED

26 Mar

£109k

Estimated

Closed

Department for Education

CON_27601 - project_9717 - Workforce Models for Inclusive Education

R&D services· Published 07 May

CLOSED

06 Jan

£15k

Estimated

Closed

NHS Resolution

Proof Reading Services

Business services· Published 07 May

CLOSED

27 May

—

Estimated

Closed

Ministry of Defence, DIO,

708422450 - Provision of Underwater Engineering Services

Repair & maintenance· Published 07 May

CLOSED

30 Apr

—

Estimated

Closed

Department for Work & Pensions

HHT Delivery Enablement Services

IT services· Published 07 May

CLOSED

07 May

—

Estimated

Modification

FTS

Stockport Metropoliton Borough Council

Social Care Case Management

· Published 07 May

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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