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RFT - Taihape Civil Project

This tender is using the new split file responses feature on GETS. The agency has indicated that they would like to receive responses separated by price and non price components. Please keep this in mind when preparing your response for submission via GETS.

Details

Tender Closed
RFx ID : 28512903
Tender Name : RFT - Taihape Civil Project
Reference # : Restricted Tender
Open Date : Thursday, 23 November 2023 4:00 PM (Pacific/Auckland UTC+13:00)
Close Date  : Monday, 22 January 2024 1:00 PM (Pacific/Auckland UTC+13:00)
Tender Type : Request for Tenders (RFT)
Tender Coverage : Sole Agency  [?]
Categories :
  • 30000000 - Structures and Building and Construction and Manufacturing Components and Supplies
  • 72000000 - Building and Facility Construction and Maintenance Services
Regions:
  • New Zealand
Exemption Reason : 14.9.i Secondary procurement
Required Pre-qualifications : None
Contact : Tuan Nguyen
tuan.nguyen@kiwirail.co.nz
Alternate Physical Delivery Address  :
Alternate Physical Fax Number  :
Agency Address :
Overview

This project is undertaken to mitigate the risk of embankment collapse in a section of the rail network near Taihape. The preferred slope risk mitigation design includes the construction of a landslide protection barrier.
The site is located on the NIMT line near Taihape. The site is part of the electrified rail corridor between Te Rapa and Palmerston North. The track consists of a single line over most of its length and traverses several cuttings in the region. The site is located between chainage 255.88km and 256.19km on the NIMT line.

The 255.88km site is a cutting on the left side of the track between the Taihape and Mataroa Stations. The cutting varies up to 15m but is typically 5m to 10m high. The site is surrounded by grazing farmland both upslope of the cutting and downslope from the rail corridor. The site slopes very gently up chainage. The slope is heavily vegetated with a mixture of shallow rooted and deeper root systems in some areas, with up to 10% of the slope being visible. The cutting has several historical slips and dropouts, which have since naturally revegetated. A 0.5m high 15m long debris fence is installed at the toe of the slope, likely to address historical instability at this location. The fence is made from rail irons with timber lagging that has degraded. Minor recent shallow failures and erosion were also observed in localised areas along the length of the cut.

The approved design as include in the tender documents incorporates the use of a landslide protection barrier.

RFx Outcome

No Winner No responses fully met requirements tenically and commercially