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London Borough of Hillingdon
The London Borough of Hillingdon is seeking a local Healthwatch Services Provider and welcomes qualified and experienced providers to tender. \n \n The successful provider will be awarded a Contract for an initial term of 5 years extendable subject to applicable contractual terms and service review for a period of 3 years, giving a total of 8 years (the Term). The value of this notice includes the optional extension period too. \n \n The Service Provider will be responsible for ensuring delivery of the eight statutory functions for the local Healthwatch as prescribed under section 221 of the Local Government and Public Involvement in Health Act, 2007, as amended by the Health
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Page 328 of 8764
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Notice peek

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MO
ClosedCF · 23956017ed24

WC2566311 - (D1002A, D1002B & D1134A) - NEW CULVERTS AT WATERLOO ROAD (CEMETERY)

Ministry of Defence, DIO,
Status
Closed
Estimated
—
Published
17 Jan 2025

Key facts

Notice ID
cf-1f07dc71-da65-48a8-ad3e-23956017ed24
CPV code
45221220 · Construction work
Source
Contracts Finder

Timeline

  1. Published
    17 Jan 2025

Description

Culvert 1: Culvert number one is the culvert crossing the Waterloo Road to the south of the cemetery entrance and provides stormwater drainage of the area to the east of the cemetery. Water is collected in a ditch approximately 40 cm wide by 100 cm deep running parallel to the east cemetery boundary. The interior dimensions of culvert 1 cross section are 1.1 meters wide 1.0m high. The road pavement thickness above the culvert is of the order of 330mm. Culvert 2: The interior dimensions of culvert 2 cross section are 1.5 meters wide 1.55m high. The road embankment and pavement thickness above the culvert is of the order of 300mm. Culvert 3: Culvert number 3 lies to the west of Waterloo Road and collects water from the west side of the area. It also collects all the water from culvert number 2 passing under the road. The interior dimensions of culvert 3 are 1.85m wide and 1.1m high. The Road embankment and pavement above the culvert is approximately 1.4 meters deep. The depth of the top slab of the culvert is 150mm. Requirement: The scope of works involves replacing the existing culverts (3 No.) by construction of new culverts at the existing location. Based on stormwater flow calculations, the required internal dimensions of Culvert number 1 (South) are 2.0m wide by 1.2m high, and for Culvert number 2 (north) are 2.0m wide by 1.2m high and for culvert number 3 (east) 3m wide and 1.2m high. The works on site will be carried out by complete road closure. Complete road closure will mean that road traffic will be diverted from Waterloo Road, so that the road will be closed for traffic and then the works may be constructed without any traffic passing through the site. No phasing is required and therefore both culverts may be constructed at the same time. Construction works may be carried out, within the road corridor and outside the corridor without particular concern for traffic management through the site. Site Description: The Catchment area lies to the east of Dhekelia Site and covers an area of approximately 800,000 m2 which constitutes the area to the east of the Waterloo Road (570,000 m2) and West of Waterloo Road (230,000 m2). Stormwater of the catchment area to the west of the Waterloo Road, actually flows directly to culvert No 3, without flowing through either culvert number 1 (South) or culvert number 2 (North) which are the two culverts crossing the road (Waterloo). The provisional tender dates for the project are as follows: · Expression of Interest: Friday 17th January 2025. · Expression of interest return: Friday 07th February 2025. · Issue of Tender Documents: Monday 10th February 2025. · Tender return date: Tuesday 04th March 2025. · Tender award date: Thursday 10th April 2025. · Commencement of works onsite: Monday 14th April 2025. · Completion of Works: Monday 15th September 2025. The currency of this project is Euro (€). The location of this project is Dhekelia, Cyprus (British Forces).

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