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The TOOWOOMBA REGIONAL COUNCIL has issued a Tender notice for the procurement of a Wt36-25/26 Detailed Design and Construction of Kuhls Road New Sps, Pressure & Gravity Sewer Mains in the Australia. This Tender notice was published on 16 May 2026 and is scheduled to close on 12 Jun 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 141400974, while the tender notice number is VP509685 and Registering on the platform.
Procurement Summary
Country: Australia
Summary: Wt36-25/26 Detailed Design and Construction of Kuhls Road New Sps, Pressure & Gravity Sewer Mains
Deadline: 12 Jun 2026
Posting Date: 16 May 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 141400974
Document Ref. No.: VP509685
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
Purchaser's Detail
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Email: Login to see tender_detailsLogin to see details Tender Details Wt36-25/26 Detailed Design and Construction of Kuhls Road New Sps, Pressure & Gravity Sewer Mains Documents
The Highfields & Meringandan Sewerage Catchment Study Planning Report 2021 (HMSCSPR) identified pumping issues in and around the Highfields town centre and in the vicinity of the New England Highway. Four sewer pump stations (SPS) have a common rising main which runs along Highfields Road discharging into a gravity sewer manhole near Lauder Drive. Two of these SPSs are currently not able to meet peak wet weather flow requirements. A copy of HMSCSPR is included in the “Reference Documents” of the Principal’s Project Requirements (attached).To overcome this pumping issue, the solution identified in the HMSCSPR was the installation of a new sewage pump station in the northern corner of Kuhls Road Park, off Clarke Road. The proposed pump station allows for decommissioning of existing sewer pump stations HIPS1, HIPS2 and HIPS4, followed by decommissioning of HIPS3 in 2031. Hence the new pump station should have capacity to accommodate inflows from all the decommissioned SPSs. The locations of these existing SPSs with suggested alignments of sewer mains are detailed in Figure E-6 and Figure E-7 included as Highfields Augmentations in the “For Information” documents of the Principal’s Project Requirements (attached).Primary project drivers include:1. reduce breakdown risks (sewer overflows).2. reduce maintenance costs (HIPS3 impeller damages).3. reduction in operational costs (HIPS1, HIPS2 and HIPS4 combined to one pumpstation).4. addresses identified low flow issues and will preven...
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