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Notice

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—

Estimated

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—

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Architecture & engineering· Published 24 Jan

CLOSED

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—

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27 Feb

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Repair & maintenance· Published 24 Jan

CLOSED

25 Feb

—

Estimated

Closed

Police and Crime Commissioner for North Wales Police & North Wales Police

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Repair & maintenance· Published 24 Jan

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Provision of Fire Safety Products Servicing

Business services· Published 24 Jan

CLOSED

07 Mar

—

Estimated

Closed

Police and Crime Commissioner for North Wales Police & North Wales Police

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Sewage & refuse· Published 24 Jan

CLOSED

24 Feb

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Nottingham Trent University

2601 Psychology Hazard Perception VR App

Software packages· Published 24 Jan

CLOSED

07 Mar

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Hertfordshire County Council - Resources

HCC01/25- Provision of Apprenticeship Levy Training Provider Framework

Education & training· Published 24 Jan

CLOSED

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Refugee and Asylum Seeker English for Speakers of Other Languages (ESOL) Framework

Education & training· Published 24 Jan

Page 386 of 8764

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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