RFT for Risingholme Hall Earthquake Repair and Strengtheing Project

Details

Tender Closed
RFx ID :	18499274
Tender Name :	RFT for Risingholme Hall Earthquake Repair and Strengtheing Project
Reference # :
Open Date :	Monday, 7 August 2017 12:00 PM (Pacific/Auckland UTC+12:00)
Close Date  :	Friday, 8 September 2017 12:00 PM (Pacific/Auckland UTC+12:00)
Tender Type :	Request for Tenders (RFT)
Tender Coverage :	Sole Agency  [?]
Categories :
Regions:	N/A
Exemption Reason :	None
Required Pre-qualifications :	None
Contact :	Anna Preston anna.preston@ccc.govt.nz
Alternate Physical Delivery Address  :
Alternate Physical Fax Number  :
Agency Address :

The Council invites Tenderers to provide suggestions on how they might work with the Council to minimise costs and/or increase efficiency.

The Contract Works for this RFT shall include, but are not limited to:

• Prestart meeting with Principle and Consultants.
• Site establishment, installation of safety fencing, Health and safety compliance with SSSP and inductions.
• Removal of the existing tree to the West side of the building and levelling of the ground between the building and the stream.
• Installation of new Rammed Aggregate Piers to stabilise the ground between building and stream.
• Provide temporary propping and bracing of the West end of the building and deconstruction of the existing, weather boards, timber framing and ring foundation / piles.
• Installation of a new concrete foundation pads to the West end together with the alignment vertical and horizontal of the existing walls with the surrounding structure.
• Timber framing is to be installed to existing framing and new foundation pads clad with plywood and is to incorporate inspection hatches before being painted.
• New steel channel strengthening to the existing intermediate bearers under the West end of the building.
• Additional fixings to be installed between existing timber framing and concrete foundation walls around auditorium and stage.
• Install new reinforcing bars to the existing concrete footings.
• All existing cracks within the existing concrete ring beam are to be filled with epoxy using a standard crack injection procedure.
• Remove existing ceiling within the auditorium and replace with new Gib ceiling diaphragm.
• Install new steel columns within the auditorium which are to be fixed to the existing floor, walls and roof. New steel columns are to be boxed and finished.
• Plywood bracing wall panels are to be installed to auditorium and above stage.
• Install new braceline wall linings to other areas as indicated on the plans.
• Finish and decorate all internal areas affected by the works including new floor finishes to all areas.
• Replace all areas of external weather board affected by the works and all deteriorated external materials and allow for stripping back and paint finish to all exterior surfaces.
• Install a new accessible ramp including handrails to the North-East elevation of the building.
• Allow to deconstruct and reconstruct the existing toilets to comply with the accessibility requirements of the NZ Building Code. Including replacement of all

No Winner