PERMANENT AWARD EVIDENCE

621600 - Western IC entry slip road pavement - construction phase support

National Highways · published 16 Oct 2025. This page preserves the identifiers and current held fields for one Contracts Finder release; it is not an invoice, performance assessment or complete contract history.

Contracts Finder release ID9693df03-16b1-476f-8386-44752fbbf253-868525
Open Contracting ID (OCID)ocds-b5fd17-c8f45664-7404-4c97-9562-fd625cb7f1a7
Buyer identifierGB-CFS-323818
Release typeaward
PUBLISHED COMMERCIAL FIELDS

Values stay separate.

A tender estimate and an award value answer different questions. Neither is treated as cash paid.

Award value
£231,186
award field
Tender value
£231,186
tender field
Procurement method
Call-off from a framework agreement
Category
works
CPV
45233210
Surface work for highways
Delivery
North East, United Kingdom
No postcode
PUBLISHED DESCRIPTION

What the notice says

A63 Western IC EB Entry Slip Road - 2000A63/443 (0.755km long) This is a single lane slip road which leads off the A15 SB. Records indicate this slip road was resurfaced in 2016 with some previous deeper targeted inlays completed in 2008. The current defects include surface course deterioration, joint deterioration and cracking. Some defects are present in the local authority owned section, 10m prior to the start of the slip road - the scheme has been extended to incorporate these defects. There are currently no concerns with regards to texture however, between Ch.0m and 150m SCRIM is as low as -.005. There are two isolated areas of rutting at 11.5mm and TSD Cat 3 has been recorded between Ch.0m and 150m. Deflectograph data is not currently available. Wholescale inlays of 90mm deep are proposed for the entire length of the slip road. This approach acknowledges the core findings and Cat 3 TSD readings however, there are no significant structural failures and this depth is deemed appropriate given the visual defects. The only other option would be to go much deeper (full depth reconstruction) and the low traffic figures and type of defects do not justify this. The chevron area between the slip road and mainline is to be resurfaced. The existing drainage channels are to be replaced as they are life-expired and difficult to maintain. It should be noted that slot drainage now requires a departure from standards, refer to Appendix G for alternative drainage system to be used. Additional information/survey data to be passed onto the Detail Designer as soon as it becomes available. The full extents of the slip road should be renewed - extend into lane 1 (full width) if necessary to ensure the narrow end is fully renewed. There are no structures affected by this scheme. Loops have not been identified within the scheme extent

Tender statuscomplete
STAGE-DATE LEDGER

Reported dates, without an invented lifecycle.

The current projection contains one award release, not a verified chain of planning, tender, award, contract and modification records. Dates are shown in source-field order and are not silently repaired.

  1. 01Notice publishedPublication timestamp on the held release16 Oct 2025
  2. 02Tender period endsTender-period field as published3 Jun 2025
  3. 03Contract startsContract-period field as published3 Jun 2025
  4. 04Contract endsContract-period field as published1 Sept 2025
SUPPLIER EVIDENCE

Published names and exact identifiers

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SOURCE

Contracts Finder release

Published 16 Oct 2025 · held through the daily award projection · Open Government Licence v3.0.

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