Hurunui District Council Tenders and Procurement Opportunities

The Installation/Replacement of a Sewer main in the township of Cheviot. Construction of 530m of a new DN225 uPVC SN16 waste water main; Construction of 147m of a new DN150 uPVC SN16 waste water main; and Decommissioning of the existing waste water pipeline & manholes.

The proposed works consist of installation of approximately 5080m of PE DN315 PN12. The proposed watermain upgrade runs along The Peaks Road from Bishells Road through to Powers Road.

We are looking for tender submissions from suitably qualified and experienced Contractor/s with the capability and resources to partner with Hurunui District Council (HDC) delivering our road maintenance and renewal programme for the next 5-9 years.

Tenders are invited for the contract to undertake repairs to bridges located within the Hurunui District. Temporary waterway diversion and site dewatering and Earthworks and placement of rock.

The Contractor is to supply and install all valves, fittings and to perform all pipe welding. The proposed pipeline consists of approximately 750 metres of DN180 PE 100 PN12.5 and 1200m of DN63 PE80 PN12.5 ridermain, 575m of the DN63 will be in a common trench with the DN180.

The Contractor is to supply and install all valves, fittings and to perform all pipe welding. The proposed pipeline consists of approximately 1150 metres of DN180 PE 100 PN12.5 and 1800m of DN63 PE80 PN12.5 ridermain.

The upgrade of Council's wastewater treatment system in Amberley and the renewal of the associated discharge consent which Council currently holds through Environment Canterbury.

The proposed Cheviot wastewater renewal installation runs across private land, starting in paddocks next to Reeves Street then follows Fergus Street (Paper Road) finishing at Seddon Street. Also, the proposed wastewater alignments run approximately parallel with parts of the existing wastewater main; caution will be required to maintain separation from this live gravity pipe, and also any associated fittings and structures.

The proposed works consist of installation of approximately 1,000m of DN180 PE100 PN12.5 and approximately 1,300m of DN63 PE80 PN12.5 rider-main, 800m of the DN63 will be in a common trench with the DN180. The Contractor is to supply and install all valves, fittings and to perform all pipe welding.

The Contractor is to supply and install all valves, fittings and to perform all pipe welding. D in the construction of a proposed pipeline consists of approximately 600 metres of DN180 PE 100 PN12.5 watermain and approximately 580m of DN63 PE80B PN12.5 Rider-main, in a common trench with the DN180.

The replacement of Greyburn bridge and to undertake repairs to bridges located within the Hurunui District.

The proposed wastewater alignment will run approximately parallel with the existing DN225 Reinforced Concrete wastewater main; caution will be required in order to maintain separation from this live gravity pipe, and also any associated fittings and structures. The proposed wastewater renewal installation runs across private land starting in paddocks next to Teviotview Place then running across to Hursley Terrace.