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Page 137 of 8261
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Orkney Islands Council
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Scottish Government
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CPV 19· Published 15 Sept
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Llywodraeth Cymru / Welsh Government
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£150k
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ET
EDENBRIDGE TOWN COUNCIL
The design, installation, test and commission the new heating system, which is to include the removal and replacement of 2 No. gas fired boilers and controls together with the design, supply, installation, test and commission of a new hot water supply and return systems including gas fired water heaters, and booster pumps.
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UNIVERSITY OF MANCHESTER
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Family Fund
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Barnsley Metropolitan Borough Council
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Estimated
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T25-106CAP Cemeteries Specialist Engineering Consultancy Services
· Published 12 Sept
Page 137 of 8261
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Notice peek

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DT
ClosedCF · 743c3b7e36a1

Fordington Cemetery Boundary/Retaining Wall

Dorchester Town Council
Status
Closed
Estimated
£150k
Published
24 Feb 2025

Key facts

Notice ID
cf-c5b77f86-70d2-489e-a221-743c3b7e36a1
CPV code
45000000 · Construction work
Source
Contracts Finder

Timeline

  1. Published
    24 Feb 2025

Description

Fordington Cemetery Boundary/Retaining Wall, Holloway Road. Dorchester The purpose of this expression of interest exercise is to assist Dorchester Town Council in deciding which suppliers to short-list to invite to tender for the provision of construction services to the Town Council. The contract will be let by Dorchester Town Council, 19 North Square, Dorchester DT1 1JF. This form should be returned to:- Carl Dallison Assistant Town Clerk Dorchester Town Council 19 North Square Dorchester Dorset DT1 1JF Or email it to - c.dallison@dorchester-tc.gov.uk Carl Dallison T: 01305 266861 B. Introduction Dorchester Town Council are seeking suitably qualified construction companies to provide construction services to the Council. C. Scope of Service To rebuild a collapsed section of retaining wall which forms the boundary between Fordington Cemetery and a car park along Holloway Road, Dorchester. Although the wall is not listed it is located within a Dorchester Conservation Area. The retaining wall is approximately 5.5 metres high and has failure due to hydrostatic pressure. The works will involve cutting back the chalk escarpment and the installation of gabion baskets built off a concrete footing. Front face of the gabions will be lined with dense blocks with a natural stone finish. Formation of weep holes drilled into the remaining wall sections to ease hydrostatic pressure. The removal of vegetation and areas of repointing.

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