Fordington Cemetery Boundary/Retaining Wall

Complete

Value

£150,000

Classifications

  • Construction work

Tags

  • tender

Submission Deadline

8 months ago

Published

9 months ago

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 - [email protected]

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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Ardersier Port, Phase 2 - Quay Civils (300m)

Quayside Civils (These works are the focus of this PQQ) - Setting up principal contractor welfare area including all temporary service connections, - Breaking out and disposal of concrete guide walls following installation by quay wall contractor, - Removal of piling mat, installed by Others, - Cropping of diaphragm wall to cut off level. - Reinforced concrete capping beams, to both quay and anchor wall, with a design life of 100 years to tie in with the Phase 1 quay, Including the supply and installation of all quay furniture cast in elements. - Removal of existing sheet pile quay wall, anchor wall and tie rods. - Excavation to tie rod level, approximately +0.0mCD, including dewatering system to facilitate, - Installation of tie rods (free-issue) between quay and anchor walls, - Backfilling above tie rods to formation level using site-won material, - 100m wide quay apron along the entire length of the new quay including capping layer and unbound stone pavement, - 250kPa uniform loading capacity, - Finished level of +6.5mCD (varies depending on drainage falls), - Installation of temporary and permanents sheet piles, - Infiltration drainage system with trenches as required, - Quay furniture including flexible mooring and berthing equipment such as pneumatic fenders, removeable bollards, and safety equipment inclusive of all associated cast in items, - Instrumentation and monitoring equipment associated with the quay wall. - Upgrades to the existing quayside which extends east beyond the new Phase 2 300m diaphragm wall and apron by approximately 758m, whilst retaining the existing quay wall, to extend the usable quayside (dredged by others). There will be a requirement for the Contractor to coordinate elements of works with the Clients quay wall and landside civils principal contractors. There is potential for the works to be varied to extend the new quay wall and quay wall civils further than the initial 300m.

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Organisation

Carl Dallison

[email protected]

01305 266861

Timeline complete