Published date: 27 April 2023
Awarded contract - This means that the contract has been awarded to a supplier.
Contract summary
Industry
Railway maintenance or service vehicles, and railway freight wagons - 34621000
Location of contract
Scotland
Value of contract
£22,328.27
Procurement reference
tender_366213/1208078
Published date
27 April 2023
Closing date
14 April 2023
Closing time
12pm
Contract start date
21 April 2023
Contract end date
31 March 2024
Contract type
Works
Procedure type
Call-off from a framework agreement
A mini-competition or direct purchase from a pre-established framework agreement.
Contract is suitable for SMEs?
Yes
Contract is suitable for VCSEs?
No
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.
Award information
Awarded date
21 April 2023
Contract start date
21 April 2023
Contract end date
31 March 2024
Total value of contract
£22,328.27
This contract was awarded to 1 supplier.
MCO-Giffen
Address
Yew Trees , Main Street North, Aberford, West Yorkshire LS25 3AA
Reference
No reference - other
Supplier is SME?
No
Supplier is VCSE?
No
About the buyer
Address
Great North House 20 Allington Way
Darlington
DL1 4DY
England
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Closing: 14 April 2023, 12pm