II.2.2) Additional CPV code(s)
45112100
45223200
45223210
45223500
45317000
45351000
II.2.3) Place of performance
NUTS code:
UKJ44
Main site or place of performance:
Port of Dover
II.2.4) Description of the procurement
Detailed design and construction (D&B) of...
CT1 Berth QRHs (Admiralty Pier Reclamation)
• Remove existing storm bollards and demolish their associated foundations.
• Drill and install inclined ground anchors into the chalk bedrock and construct 6 no. RC foundations for new storm bollards. Cast the bollard foundations into the foundations.
• Install 6 no. 250t double QRHs (125t per hook) on the newly constructed foundations.
• Construct civil infrastructure (conduits & manholes) for cabling to the proposed QRHs.
• Install electrical and control cabling, control panels and distribution boards for the new QRHs.
CT2 Berth QRHs (Suspended Deck on Piles & Solid Block Pier Extension)
• Remove and dispose of 4 no. 75t storm bollards from the suspended deck.
• Locally break-out the cast-in-situ deck slab (which is cast atop precast planks) in 2 no. locations and cast new raised RC plinths tied into the deck to provide greater foundation depth for new QRH anchors.
• Install 2 no. 125t single QRHs on the CT2 suspended deck in the locations of the newly constructed RC plinths as noted above.
• Drill and dowel anchors into the solid block pier and cast an RC slab above to transfer the mooring loads to the dowelled anchors.
• Install 3 no. 250t double QRHs (125t per hook) onto the newly constructed RC slabs dowelled into the solid block pier as noted above.
• Construct civil infrastructure (conduits & manholes) for cabling to the proposed QRHs.
• Install electrical and control cabling, control panels and distribution boards for the new QRHs.
CT3 Berth QRHs (Admiralty Pier Extension - Grade II listed)
• Remove asphalt surfacing in 5 no. locations along the pier where new QRHs are proposed.
• Carefully remove the original pier paving stones (granite sets) in the 5 no. locations and store for re-use.
• Break-out and dispose of the portland cement and mass concrete blocks in the 5 no. locations to a depth of approximately 900mm below pier surface level.
• Drill, install and grout in place dowels into the mass concrete blocks of the Admiralty Pier Extension in the 5 no. discrete locations.
• Construct civil infrastructure (conduits & manholes) for cabling to the proposed QRHs.
• Construct an RC load spreading slab and QRH upstand in the 5 no. locations to connect with the installed dowels.
• Cast the QRH foundations into the upstand of the RC load spreading slabs.
• Re-install the original pier paving stones atop the new RC slab within a cement setting.
• Lay asphalt surfacing atop the re-installed paving stones
• Install 5 no. 250t double QRHs (125t per hook) on the foundations cast into the upstands.
• Install electrical and control cabling, control panels and distribution boards for the new QRHs.
Electrical Spine Route & Miscellaneous Civil Works
• Construction of an approximately 430m long buried electrical and communications services route to accommodate approximately 50 no. cables.
• The electrical spine route is situated along the Employer's Heavy Load Route
• Approximately 8 - 10 no. large electrical services pits (2.5m x 2.5m plan) will be required.
• Replacement of CT2 terminal ISPS fencing either side of the terminal building (incl. revised alignment).
• Removal of the CT2 coach parking bays and resurfacing of coach drop-off area.
All Quick Release Hooks (QRH) will be provided "Free Issue" by the Employer
II.2.5) Award criteria
Price is not the only award criterion and all criteria are stated only in the procurement documents
II.2.7) Duration of the contract, framework agreement or dynamic purchasing system
Duration in months: 12
This contract is subject to renewal: No
II.2.10) Information about variants
Variants will be accepted:
Yes
II.2.11) Information about options
Options:
No
II.2.13) Information about European Union funds
The procurement is related to a project and/or programme financed by European Union funds:
No