# HRE - CLOSED BRANCH LINES MINOR WORKS - LAR/82 - CONCRETE REPAIRS

> Contract award record from UK public-sector procurement sources.

## Key facts

- Public buyer: [National Highways](/buyers/national-highways/contract-awards)
- Contract winner: MCO-Giffen
- Award value: £22,328
- Tender value: £22,328
- Award date: 21 April 2023
- Published: 27 April 2023
- Contract start: 21 April 2023
- Contract end: 31 March 2024
- Stage: awarded
- Procurement category: works
- Notice ID: 764e9fdd-d09f-44c0-b005-22ecf37d55c0-639986
- OCID: ocds-b5fd17-e7808659-7af7-4a1d-b54a-9e49af48adb9

## Description

CLOSED BRANCH LINES MINOR WORKS - LAR/82 - CONCRETE REPAIRS Repair the defects identified in the attached Detailed Examination Report dated 23\.09\.20: ARCH RINGS \(Concrete\) - North arch ring\. Widespread areas of deep spalling and perished concrete approx, 2\.6m x 500mm x 175mm deep max\. Remove any remaining loose concrete to arch rings and restore section loss\. Photo No\.17\. - North arch ring\. Longstanding spalling defects to the crown/haunch area\. Loose and perished concrete removed during the examination; remove and remaining loose concrete and restore section loss\. Typical defects photos No\.17 to 24\. - South arch ring\. Isolated areas of spalling and perished concrete approx, 1\.0m x 500mm x 65mm deep max\. Remove any remaining loose concrete to south arch ring and restore section loss\. Typical defects photos No\.25 & 26\. SPANDRELS \(Concrete\) - Northwest spandrel\. Remove any remaining loose concrete and restore section loss to isolated area of deep spalling and void approx, 1\.2m x 450mm x 150mm deep exposes sections of rotted internal timber framework to be carefully removed\. Typical defects photos No\. 31 to 33\. - Isolated patches of facial spalling to the southwest spandrel approx, 1\.0m2 x 60mm deep\. Water ingress through the defect wet and water stained\. Photo No\. 36\. WING WALLS \(Concrete\) - Northeast wing wall\. Remove any remaining loose concrete and restore section loss to newel and cap approx, 1\.0m2 x 105mm deep max\. Photo No\. 42\. - Northwest wing wall\. Remove any remaining loose concrete and restore section loss to newel and cap approx, 1\.0m2 x 75mm deep max\. Photo No\. 44\. - Southeast wing wall\. Remove any remaining loose concrete and restore section loss to newel and cap approx, 1\.0m2 x 110mm deep max\. Photo 45\. - Southwest wing wall\. Remove any remaining loose concrete and restore section loss to newel and cap approx, 0\.5m2 x 40mm deep max\. Photo No\. 47\. APPROACH FENCING - Southwest approach fence\. Previously hidden with vegetation in a poor condition\. Replace damaged timber post and rail fence\. Photo No\.62\. Clear site and remove all waste\. Concrete repair mortar to be reasonable colour match to existing concrete\.

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## Source

[View the original notice on Contracts Finder](https://www.contractsfinder.service.gov.uk/Notice/764e9fdd-d09f-44c0-b005-22ecf37d55c0-639986)