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Page 402 of 8764
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Notice
CLOSED
16 Feb
£38k
Estimated
Closed
CF
LB
London Borough of Haringey - Housing Services and Building Safety - Playle
General Construction Multi Trade - GCMT - Housing & residential (20% VAT)
Construction work· Published 20 Jan
CLOSED
01 Sept
£13k
Estimated
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London Borough of Haringey - Housing Services and Building Safety - Playle
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Construction work· Published 20 Jan
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£175k
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LB
London Borough of Haringey - Housing Services and Building Safety - Playle
General Construction Multi Trade - GCMT - Housing & residential (20% VAT)
Construction work· Published 20 Jan
CLOSED
15 Sept
£25k
Estimated
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CF
LB
London Borough of Haringey - Housing Services and Building Safety - Playle
General Construction Multi Trade - GCMT - Housing & residential (20% VAT)
Construction work· Published 20 Jan
CLOSED
30 Sept
£22k
Estimated
Closed
CF
LB
London Borough of Haringey - Housing Services and Building Safety - Playle
General Construction Multi Trade - GCMT - Housing & residential (20% VAT)
Construction work· Published 20 Jan
CLOSED
20 Feb
—
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CF
UO
University of Leicester
LUV01233- For the Provision of an Apprenticeship Management System
Software packages· Published 20 Jan
CLOSED
30 Jan
£29k
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NM
Newry, Mourne and Down District Council (NMD)
CA15187 - RFQ 2024/30 - Reconstructing Timber Pathway & Gravel Steps & Installing Public Benches
Construction work· Published 20 Jan
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18 Feb
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Education & training· Published 20 Jan
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28 Feb
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Sewage & refuse· Published 20 Jan
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24 Feb
£4.0m
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Blackpool Council
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Electrical machinery· Published 20 Jan
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14 Feb
£100k
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Northumbria University
GB-Newcastle Upon Tyne: T24/0052 Ultra violet (HPLC UV) systems
Laboratory equipment· Published 20 Jan
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22 Feb
£30k
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Diocese of Norwich Education and Academies Trust
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£240k
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Milton Keynes Council
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Health & social· Published 20 Jan
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04 Dec
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Home Office
Project 18234 - HMICFRS Workforce survey design research
R&D services· Published 20 Jan
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20 Jan
£99k
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GC
Gloucestershire County Council
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Agriculture & forestry· Published 20 Jan
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19 Feb
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Hull City Council
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Architecture & engineering· Published 20 Jan
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13 Feb
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London Borough of Bromley
Bromley's Learning Disability Complex Needs Day Service Market Engagement Event
Health & social· Published 20 Jan
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20 Jan
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FTS · Services
DC
Dundee City Council
TENDER FOR THE UPGRADE AND MAINTENANCE OF PARKING METERS IN DUNDEE CITY
Installation services· Published 20 Jan
CLOSED
03 Feb
£25k
Estimated
Closed
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LG
Local Government Association
GB-London: Early years - SEND research
R&D services· Published 20 Jan
Page 402 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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