Infrastructure Investment Program

The Australian Government is committed to a 10-year, over $120 billion infrastructure investment pipeline, ensuring a rolling program of sustainable land transport infrastructure projects.

The Government is working in partnership with states and territories to deliver a credible and sustainable pipeline of projects which support a range of economic and social objectives, including productivity and resilience, sustainability and liveability.

Submissions or registrations of interest to be kept informed about the progress of this work, can be made directly via email to costestimation@infrastructure.gov.au or by using the form below.

Items marked with (required) are mandatory fields.

Name (required)

Email (required)

Organisation

Position

Please enter your comment (required)

Attachments

Maximum 3 files.
Allowed types: txt pdf jpg doc docx ppt pptx xls and xlsx.
The accumulated size of all files in this form cannot exceed 10 MB.

Australian Privacy Principle 5 Notice

Your submission, including any personal information supplied, is being collected by the department for the purpose of seeking public and industry comment on the approach and content of its proposed cost estimation guidance, in accordance with the Privacy Act 1988 (the Privacy Act).

Your personal information will be stored securely by the department. It may be used by the department to make further contact with you about the consultation process. Your personal information will not be disclosed to any other third parties, except in the circumstances outlined below.

Submissions, in part or full, including the name of the author may be published on the department's website or in the Government's response, unless the submission is confidential. Confidential submissions (including author name) will not be published. Private addresses and contact details will not be published or disclosed to any third parties unless required by law.

Submissions will only be treated as confidential if they are expressly stated to be confidential. Automatically generated confidentiality statements or disclaimers appended to an email do not suffice for this purpose. If you wish you make a confidential submission, you should indicate this by ensuring your submission is marked confidential.

Confidential submissions will be kept securely and will only be disclosed in the following circumstances:

in response to a request by a Commonwealth Minister;
where required by a House or a Committee of the Parliament of the Commonwealth of Australia; or where required by law.

The department may also disclose confidential submissions within the Commonwealth of Australia, including with other Commonwealth agencies, where necessary in the public interest.

Please note that in order to protect the personal privacy of individuals in accordance with the Privacy Act any submissions containing sensitive information, personal information or information which may reasonably be used to identify a person or group of people may not be published, even if not marked as confidential.

The department's privacy policy contains information regarding complaint handling processes and how to access and/or seek correction of personal information held by the department. The Privacy Officer can be contacted on (02) 6274 6495.

Bluegrass Road (Rural Road) - 112842-20QLD-RTR

Rutting and washouts making driving slow and dangerousHeavy Formation Grading and resheeting in sections

Jobs Gate Road (Rural Road), Cunnamulla - 112839-20QLD-RTR

Rutting of pavement surfaceHeavy Formation Grading to restore pavement

Murra Murra Road (Rural Road) - 112841-20QLD-RTR

Washouts and rutting making it dangerous to vehiclesHeavy Formation Grading and resheeting in sections

White Hills Road, Smeaton - 112846-20VIC-RTR

Narrow road intersection with poor alignmentRealign and widen the intersection

Qualan West Road, (rural road) - 112838-20WA-RTR

The existing stone chip seal has reached the end of its usefull life and is stripping. A new seal if required to provide a good trafficable surface and to ensure water does not penitrate the road pavement. The table drain has filled up with material over the years and needs to be redefined and there is drop off between the seal and the shoulders in some sections that need addressing.Redfine table drains, garde gravel shoulders and reseal with a 10mm stone chip seal.

Pearman Street, Creswick - 112847-20VIC-RTR

Unsealed, narrow road with increasing traffic volumes and pedestrian interactionsConstruction kerb and channel. Construct new pavement and bituminious seal. Upgrade drainage and build connecting footpath

Hay St, Lyndhurst - 112811-20NSW-RTR

Poor pavement condition, poor wearing course, subgrade failureOverlay with select gravel, stabilise and two coat initial bitumen seal

Gory Road, Cossack NT - 112827-20NT-RTR

The existing road profile of Gory road is based on a single lane (3m wide) sealed road, albeit badly deteriorated. About 550m is badly delipidated bitumen seal, followed by a damaged floodway and 100m gravel road to the last two property accesses. From Chainage 0 to 550m Gory road is a sealed road. The seal used to be about 3.5m wide, a profile for a single-vehicle width with unsealed shoulders of about 1m to allow passage. The seal appears to be of a 10mm single coat seal and is well beyond its design life. The seal is cracked, potholed and the edge of the seal severely jagged for its entire length. Road shoulder has eroded away, with an irregular depth of gravel present. The verges on both sides still have a vague resembles of a longitudinal swale, however, this is grassed and has no strong definition. At places it is flat and at level with the road. At chainage 550 – 650, a floodway exists in the road alignment. The current floodway is badly damaged. No damage could be observed on the downstream side along the concrete edge beam. However weeds are growing uncontrolled in the rock protection, rock layer is not graded with different sizes grouped in different locations and compacted, road seal has large potholes, with temporary infill with evidence of water ingress into the basecourse.The present seal is a complete write-off. There is no benefit in patching or sealing the shoulders. The bitumen has lost its flexibility and bonding capacity. The original design allowed for a single vehicle to travel on a sealed surface. Traffic numbers were low and oncoming traffic could pass by putting a single wheel on the unsealed shoulder. Today, traffic count, as well as axle loads, have increased. The seal has deteriorated severely, and gravel shoulders were worn away, resulting in sharp edges and potholes in the bitumen. In addition, the bitumen has lost its flexibility and has become brittle. The design life span is normally 20-25 years, it is understood this has been well exceeded. Pritchard Francis recommends the bitumen to be milled and removed. We have allowed for a standard rural road design of a 6m wide sealed cross-section, with drainage on both sides. The damaged existing seal is to be cold-milled and worked into the pavement, which then becomes the subbase. A new basecourse pavement layer is to be constructed on top. The following will be the scope of works Chainage 0-550 o Install new hazard sign at Florina Road opposite Gory road termination o Reprofile the road, mill, and mix the defunct seal into the subbase. o Construct 150mm basecourse layer and profile o Construct 10mm bitumen single seal o Tie into the floodway o Cut V-drains on both sides along the entire road alignment, following the natural contour. • Chainage 550-650 o Construct floodway as per Tonkin design, with appropriate signage. o Inspect edge beams and assess on-site extend of scope to be constructed • Chainage 650-750 o Reprofile existing gravel road to 3% crowned profile o Construct 150mm basecourse layer and profile o Construct 10mm bitumen single seal o Tie into floodway at cha 650. o Construct a cul-de-sac turn around at cha 750 o Cut V-drains on both sides along the entire road alignment, following the natural contour

Fords Track (Rural Road) - 052274-14VIC-RTR

Road has shape loss due to weakened pavement material under the surface.Road is to be rehabilitated. Crushed rock will be added to the road to strengthen the pavement and to provide a smoother safer surface.

Thiselton Way (Denial Bay) - 112854-20SA-RTR

Repair of failure in existing sealSingle coat spray seal application over the extent of the roadTotal cost of proposed project is $173,707

There are no matches for your search