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Notice

CLOSED

19 Dec

—

Estimated

Modification

FTS

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High Cow Helm & High Ellermire, Bilsdale

Agriculture & forestry· Published 18 Dec

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18 Dec

—

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FTS · Services

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The Provision and Maintenance of Glasgow Life’s, Glasgow Club Activity Booking Platform Application (MyFitApp)

IT services· Published 18 Dec

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Estimated

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MHRA

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· Published 18 Dec

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Roofing and Associated Works

· Published 18 Dec

CLOSED

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CA16926 - Prospere Learning Trust - Provision of Employee Health Cash Plan

Health & social· Published 18 Dec

CLOSED

18 Dec

—

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FTS · Services

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Secure Care Services

· Published 18 Dec

CLOSED

08 Jan

£800k

Estimated

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PALLADIUM INTERNATIONAL LIMITED

FACT Dialogue Secretariat

Agricultural products· Published 18 Dec

CLOSED

15 Jan

£500k

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University of Leeds

GB-Leeds: 202526 5320 - Ultracold Laboratory Freezers

Furniture & furnishings· Published 18 Dec

CLOSED

08 Jan

£10.0m

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Communications Cabling COMM7 and Building Energy Management System COMM17 Framework

Radio & TV equipment· Published 18 Dec

CLOSED

16 Jan

—

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THE NATIONAL TRUST FOR PLACES OF HISTORIC INTEREST OR NATURAL BEAUTY

National Trust - NI - Tree Nursery Phase 2 Polytunnel Installation

Agricultural products· Published 18 Dec

CLOSED

22 Dec

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Estimated

Closed

Homes England (the name adopted by the Homes and Communities Agency)

Development and Regeneration Technical Services (DARTS) Framework - Sheffield Viability

Architecture & engineering· Published 18 Dec

CLOSED

07 Jan

£3.0m

Estimated

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Invitation to Attend a Market Engagement Event On 8th January 2026 at 10:45 - Digital Platform provision for North East North Cumbria Community OPIP

IT services· Published 18 Dec

CLOSED

18 Dec

—

Estimated

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Bassetlaw District Council

BaDC-1566 Leadership and Talent Academy

· Published 18 Dec

CLOSED

14 Jan

£65k

Estimated

Closed

London Borough of Merton

Fire alarm replacement works at Malmesbury Primary School

Construction work· Published 18 Dec

CLOSED

30 Jan

—

Estimated

Closed

Ministry of Defence, DIO,

REQUEST FOR INFORMATION Novel Approaches to Decorative Ships' Crests and Badges

Furniture & furnishings· Published 18 Dec

CLOSED

30 Jan

—

Estimated

Closed

Department for Work & Pensions

JCS Front of House Translation Tool

IT services· Published 18 Dec

CLOSED

14 Jan

£40k

Estimated

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North East Ambulance Service

Solar PV - Vancouver House

Electrical machinery· Published 18 Dec

CLOSED

05 Jan

—

Estimated

Closed

PLUS DANE HOUSING GROUP LIMITED

Soft Market Test for Heat Network Consultancy

Architecture & engineering· Published 17 Dec

Page 79 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