A57 Reinforced Earth Abutments (DESIGN ONLY )
key details
| Value | £100,000 |
|---|---|
| Status | active |
| Category (CPV) | 71320000 |
| Region | North East, North West |
| Deadline | 7 Aug 2025 |
| Contract start | 20 Aug 2025 |
| Contract end | 4 Oct 2025 |
| Procedure | selective |
| SME suitable | Yes |
| OCID | ocds-b5fd17-97197f8a-796b-45f1-838d-976e0d06f009 |
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
Additional information: Note: This is only an expression of interest for the time being, ITT documents will not be posted via contracts finder
documents
- https://www.contractsfinder.service.gov.uk/Notice/a1f17902-3859-4f21-b064-2ce1af6f4315 , tenderNotice
Documents are linked, not mirrored. They are served by the publishing authority and may require registration.
notice history
1 notice published against this procurement.
| Published | Type | Regime | Notice |
|---|---|---|---|
| 24 Jul 2025 | Tender amendment (tenderAmendment) | · | a1f17902-3859-4f21-b064-2ce1af6f4315-855862 |
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source
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