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Page 394 of 8764
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31 Jan
—
Estimated
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CF
BB
BALFOUR BEATTY LIVING PLACES LIMITED
CRML0001 - Expression of interest - Herefordshire Dulas Bridge Saddling and Wall Rebuild
Construction work· Published 22 Jan
CLOSED
28 Feb
£100k
Estimated
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GH
Greatwell Homes Limited
GB-Wellingborough: Internal Engagement Software (Intranet)
Software packages· Published 22 Jan
CLOSED
03 Feb
—
Estimated
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MC
Medway Council
Supply of a Discretionary and Selective Licensing Feasibility Study with Scheme Designation Options for Private Sector Housing
Architecture & engineering· Published 22 Jan
CLOSED
21 Feb
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CO
COUNTESS OF CHESTER HOSPITAL NHS FOUNDATION TRUST
AI Clinical Coding
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21 Feb
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TEC Partnership
TEC Partnership - Motor Vehicle Lifts
Industrial machinery· Published 22 Jan
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31 Jan
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TN
The National Archives
Access Control Upgrade - Supply & Installation
Office & computing· Published 22 Jan
CLOSED
11 Feb
£100k
Estimated
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CF
RB
Royal Borough of Kensington and Chelsea
GB-Hornton Street London: Consulting Team for flat roof and fascia replacement at Full of Life and for pitched roofs and remedial works at Kensington Central Library
Architecture & engineering· Published 22 Jan
CLOSED
07 Mar
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SB
Stevenage Borough Council
SBC0125 The Provision of Multiple Artists to Create Underpass Artworks
Recreational & cultural· Published 22 Jan
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24 Feb
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Lancashire County Council
LPS CAS - Dynamic Purchasing System for Horticultural and Landscape Goods and Services - LCC42925
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07 Feb
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SC
Staffordshire County Council
Connect to Work
Education & training· Published 22 Jan
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29 Jan
£1.0m
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AJ
Anthro JV
COMM1 - Public Address & Voice Alarm Speakers
Software packages· Published 21 Jan
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21 Feb
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WA
WMG ACADEMY FOR YOUNG ENGINEERS
Specialist Equipment - T LEVEL
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25 Feb
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BO
Board of Trustees of the Royal Botanic Gardens Kew
RBGKEW1378 - Market Research Framework
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17 Feb
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WN
West Northamptonshire Council
Security Services Framework - Lot 4 (Out of Hours Services, Monitoring and Maintenance)
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02 Mar
£75k
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MF
Musicability Foundation
MusicAbility Centre Phase 1
Construction work· Published 21 Jan
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14 Feb
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MH
Malvern Hills District Council
Refurbishment of Public Toilets at Edith Walk, Malvern, WR14 2AA
Construction work· Published 21 Jan
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01 Oct
£383k
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PC
Peterborough City Council
Leadership and Management Apprenticeships
Education & training· Published 21 Jan
CLOSED
10 Feb
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NY
North York Moors National Park Authority
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Agriculture & forestry· Published 21 Jan
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04 Mar
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TM
The Mount Stewart Schools Federation
The Mount Stewart Schools Federation Catering Tender
Hotel & restaurant· Published 21 Jan
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KM
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HR- Leadership Management Training
Education & training· Published 21 Jan
Page 394 of 8764
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Notice peek

×
BB
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

  1. 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

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