Source: https://tendernation.io/opportunities/01a13d10-6489-7266-a41a-45d39f200a36/task-order-from-pdf-framework-for-612093-a46-guys-cliffe-interchange

awarded GB restricted procedure Suitable for SMEs

# Task Order from PDF framework for 612093 A46 Guys Cliffe Interchange

[National Highways](https://tendernation.io/buyers/national-highways)

Estimated value

£167,882

Published

15 Sept 2025

Deadline

Closed

30 Jul 2025

## Who can bid

- Buyer says suitable for SMEs

    The buyer ticked “suitable for SMEs” on the notice. Anyone can still bid.
- Sets up a framework

    Winning a place does not guarantee work: contracts are awarded later as call-offs, and the list usually stays closed for years.

[More contracts for small businesses and VCSEs](https://tendernation.io/opportunities/for-small-businesses)

## About this tender

A46 Guys Cliffe IC contains two underbridges that carry the dual carriageway Warwick bypass over the

interchange link roads with the A429 and B4115. The two bridges are single span simply supported structures

with composite decks comprised of pre-stressed beams and 200mm thick slabs cast upon permanent formwork

between beams. The end supports are reinforced concrete cantilever abutments, which are constructed in two

sections and separated by a movement joint at the centre line. Each abutment is flanked by reinforced concrete

tapered wing walls. The deck is free to move at the south end and fixed at the north end.

In November 2003, secondary Open Box Beam (OBB) Vehicle Restraint Systems (VRS) were installed on both

sides of both structures to protect the existing substandard BACO Aluminium parapets (P1 System). The OBB

barrier is flared back and connected into the Tensioned Corrugated Beams (TCB) barrier apart from ramped

OBB barrier on the departure end of the South Bridge. This secondary OBB has substandard set-back and

working width.

The bridge records indicate that both bridges were re-waterproofed in 1993 by Acrylic and Polyurethane spray

over the entire deck and again in 2003 with spray applied system at the verges only (on top of new C50 verge

concrete) in conjunction with parapet protection works (OBB barrier installation). This is based on the 2003

Contract Drawing contained within IAMIS (S.22.002/A) and service life can be considered for minimum 35

years.

The existing deck waterproofing at the North Bridge was damaged on both the northbound and southbound

carriageways during a resurfacing intervention in 2013. The waterproofing remains in its damaged state.

Following the option study undertaken by Kier to address the damaged waterproofing at the north bridge and

the substandard secondary protection at both bridges, an addendum to the Options report was submitted.

The addendum VRS replacement option on both bridges is to replace the VRS with new N2 W1 metal VRS and

to replace the current verge with a new reinforced concrete plinth with cast-in cradles to form a fixing for the

VRS and resin anchoring steel 'U' bars into the bridge deck. For the North Bridge, waterproofing will be sprayed

from the new plinth, under the kerb, across the carriageway, and shall form a joint with the existing central

reserve waterproofing in the channel fronting the kerb. For the South Bridge, waterproofing will be sprayed from

the new plinth, under the kerb, and shall form a joint with the existing carriageway waterproofing in the channel

fronting the kerb.

A departure from standards has been approved for the new VRS to have reduced setbacks.

An asbestos survey and adhesion testing of the existing waterproofing will be undertaken in Stage 3.

Read full description

## CPV classification

Surface work for highways

Source

Contracts Finder (UK)

[View official notice](https://www.contractsfinder.service.gov.uk/notice/cc06aca6-887c-4a2d-8f1a-68bb245bcf5d)

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