gvtcx

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

National Highways Published 27 Apr 2023 Contracts Finder
The value below is a framework or dynamic market ceiling: the maximum that could be spent across all call-offs, not the value of a single contract. Aggregate figures on this site exclude these to avoid double counting.

key details

Value£22,328
Statuscomplete
Category (CPV) 34621000
RegionScotland
Deadline14 Apr 2023
Contract start21 Apr 2023
Contract end31 Mar 2024
Procedureselective
SME suitableYes
OCIDocds-b5fd17-e7808659-7af7-4a1d-b54a-9e49af48adb9

Award

SupplierValueDateStatus
MCO-Giffen £22,328 20 Apr 2023 active

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.

notice history

1 notice published against this procurement.

PublishedTypeRegimeNotice
27 Apr 2023 Award (award) · 764e9fdd-d09f-44c0-b005-22ecf37d55c0-639986

more from National Highways

all contracts from this buyer →

similar contracts awarded

Other awarded contracts in the same category. Useful for seeing who normally wins this kind of work, and at what value.

source

Published on Contracts Finder. Contact details for named individuals are not reproduced on this site.