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Page 258 of 8261
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—
Estimated
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Sefton Council
Invitation to Follow up Market Engagement and Tender Preparation Event for Carers Services in Sefton
Health & social· Published 06 Mar
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£25k
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Truro Town Deal Lemon Quay - Bespoke Benches Supply & Install
Furniture & furnishings· Published 06 Mar
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05 Apr
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Ministry of Justice
Market Engagement - In Cell Technology
Postal & telecomms· Published 06 Mar
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20 Mar
£240.0m
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Ministry of Defence, DIO,
Notice: VOLUNTARY TRANSPARENCY NOTICE (VTN) TO PLACE A SINGLE SOURCE CONTRACT FOR UK DEFENSIVE AIDS SYSTEMS (DAS) AND EXPENDABLE ACTIVE DECOY (EAD) PROCURE, SUSTAIN AND ENHANCE (PSE) SERVICES - ADDENDUM
Security & defence· Published 06 Mar
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£1.0m
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Department for Energy Security & Net Zero
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Contact Centre Solution 2025-29
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South London and Maudsley
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Architecture & engineering· Published 06 Mar
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06 Mar
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WMG ACADEMY FOR YOUNG ENGINEERS
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Industrial machinery· Published 06 Mar
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10 Mar
£8k
Estimated
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Sandwell Metropolitan Borough Council
School Appeals Administrator
Business services· Published 06 Mar
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06 Mar
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UR
UK Research & Innovation
UKRI-3898 Manufacture, Supply and Testing of the Spin Rotator Magnets for Super MuSR.
· Published 06 Mar
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06 Mar
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East Riding of Yorkshire Council
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31 Oct
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BS
BIP SOLUTIONS LIMITED
UKRI-3898 Manufacture, Supply and Testing of the Spin Rotator Magnets for Super MuSR.
Electrical machinery· Published 06 Mar
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24 Mar
£40k
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SL
South London and Maudsley
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Architecture & engineering· Published 06 Mar
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—
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BS
BIP SOLUTIONS LIMITED
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BB
Balfour Beatty VINCI JV HS2
BBV HS2 MWCC North - Natural Capital Professional Services
Construction work· Published 06 Mar
CLOSED
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£5.0m
Estimated
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CF
EK
Eiffage Kier JV HS2 Main Civils Works, Lots C2 & C3
EKFB Wendover Green Tunnel Reinforcement
Construction materials· Published 06 Mar
CLOSED
17 Mar
£10.0m
Estimated
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BB
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BBV HS2 MWCC North - Soft Landscaping & Ecology
Construction work· Published 06 Mar
Page 258 of 8261
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Notice peek

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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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