Source: https://tendernation.io/opportunities/01a13ccf-44e1-70c1-a6b6-8e54217a6fd0/hre-closed-branch-lines-minor-works-lar82-concrete-repairs awarded GB restricted procedure Suitable for SMEs # HRE - closed branch lines minor works - lar/82 - concrete repairs [National Highways](https://tendernation.io/buyers/national-highways) Estimated value £22,328 Published 27 Apr 2023 Deadline Closed 14 Apr 2023 ## Who can bid - Buyer says suitable for SMEs The buyer ticked “suitable for SMEs” on the notice. Anyone can still bid. - Small contract value Valued under £135,018 including VAT, the lowest Procurement Act threshold for goods and services. [More contracts for small businesses and VCSEs](https://tendernation.io/opportunities/for-small-businesses) ## About this tender 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. Read full description ## CPV classification Railway maintenance or service vehicles, and railway freight wagons Source Contracts Finder (UK) [View official notice](https://www.contractsfinder.service.gov.uk/notice/e7808659-7af7-4a1d-b54a-9e49af48adb9) Never miss a tender like this again Get AI summaries, deadline alerts and a bid pipeline for tenders matched to your business. Free to start. 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