Shepparton Line Upgrade - Stage 2

The scope of works relates to the establishment of civil hardstands at Nagambie Station, Murchison Station, Mooroopna Station and Shepparton Stabling yard for
site compounds and material laydown areas to facilitate construction works.

- Topsoil strip & stockpile
- Grade and level subgrade
- Lay A24 geotextile
- Place and compact crush rock base

Please see attached document for further information on the scope of works.

The scope of works relates to the supply and installation of various temporary
fencing types for a number of different applications for the project, including:

- Security perimeter fencing for site compounds and material laydowns
inclusive of access and egress gates
- Delineation chain mesh fencing along the rail corridor with nominated refuge
points to separate/enable normal time works to be undertaken at Murchison
East (Passing Loop) and Shepparton (Stabling Yard)
- Delineation para webbing along the rail corridor to separate/enable normal
time trenching works to be undertaken along the combined service route
alignment (install only)

All fencing works to be in accordance with the 'SCU - Guidelines for Delineation
Barriers' (refer Appendices). The removal of all fencing upon completion of works is
included within this scope of works.

Please see attached document for further information on the scope of works.

The scope of works relates to the Tree Removal, Clearing & Grubbing along the rail corridor between Donnybrook to Shepparton which has been divided into 12 Zones as shown in Figure 1 to enable construction of the new CSR route, Murchison East Loop and Shepparton Stabling Yard. The Corridor Zoning Maps in conjunction with the Ecology and CHMP Control Maps give a visual representation of the works which will need to occur per zone.

The work time applicable to the above elements has been broken down into the following based on rail corridor constraints:

- Normal Time
- Occupation Time
- ALBF

Please see attached document for further information on the scope of works.

The works scope includes the provision of skip bins, wheelie bins and front lift bins (a range of sizes) for the following waste types generated from the Shepparton Line Upgrade Project:

- Office waste
- Construction and demolition (C&D) waste
- General waste to landfill

The Project has diversion from landfill requirements as per below to which the waste service provider would need to contribute to meeting these diversions from landfill percentages:

- Office waste - 60% of total volume to be diverted from landfill
- C&D - 90% of total volume to be diverted from landfill
- Clean spoil - <100% of total volume to be diverted from landfill

The waste services and requirements mentioned above will need to be provided for the project boundary which includes Donnybrook Railway Station to Shepparton. The project boundary is predominantly within the Shepparton rail corridor. The waste services will include providing specific waste receptacles/skips for specific waste such as steel, timber or concrete. The waste service provider would need to provide monthly waste reports showing the percentage of waste diverted from landfill. The waste service provider is required to work cooperatively with the Project on final destination waste audits.

Please see attached document for further information on the scope of works.

The scope of works relates to the supply of materials and construction of Lime Stabilised Subgrade (LSS) using Basaltic clays for subgrade improvements along the rail alignment earthworks within the Murchison East Crossing Loop (Zone 6) and Shepparton Stabling Yard (Zones 10-12).

The proposed contractor shall carry out a preliminary trial of the proposed stabilising operations located within the works area of both Murchison and Shepparton in order to inform design and gauge an understanding of the required testing schedule for
quality control purposes. Lime Stabilised Subgrade will be performed in situ and conform with the design, material, construction and construction testing criteria as per Appendix 1. The lime content for the stabilised subgrade shall not be less than 2% (by weight) up to 300mm depth as shown in Figure 2. As part of the in-situ lime stabilisation, the applicable works are as follows:

- Trial section
- Lime Spreading
- Slaking of Quicklime
- Stabilising
- Lime Calculation
- Compaction
- Treatment of Soft/Wet Subgrade

Please see attached document for further information on the scope of works.

The scope of works relates to the construction of the new Murchison East Crossing Loop due to the current loop having non-compliant track centres located in Zone 6 as shown in Figure 1. Upgrades include new track construction to extend the crossing loop, reconstruct existing mainline track, installation of new turnouts and crossovers and duplication of Murchison-Violet Town Road level crossing.

Construction of the new crossing loop will be broken up into three Zones as outlined in Figure 2. Majority of drainage scope in Zones A, B and C will be completed in occupation time, with remaining scope in Zones A and C completed normal time. In total 6 open cut ULXs for cross track culverts and 80% of intertrack subsurface drainage will occur during occupation times. As part of the new crossing loop construction, the applicable civil drainage works are as follows:

- Trench for new drainage pipe/culverts
- Place bedding sand
- Lay pipe/culverts/headwalls/pits
- Backfill and compact
- Grout lifting lugs
- Place beaching around headwalls

The work time applicable to the above elements has been broken down into the following based on rail corridor constraints:

- Normal Time
- Occupation Time
- ALBF

Please see attached document for further information on the scope of works.

The scope of works relates to the construction of the new Murchison East Crossing Loop due to the current loop having non-compliant track centres located in Zone 6 as shown in Figure 1. Upgrades include new track construction to extend the crossing loop, reconstruct existing mainline track, installation of new turnouts and crossovers and duplication of Murchison-Violet Town Road level crossing.

Construction of the new crossing loop will be broken up into three Zones as outlined in Figure 2. Majority of scope in Zones A and C will be completed normal time whereas Zone B scope will occur during occupation times. As part of the new crossing loop construction, the applicable earthworks and formation works are as follows:

- Bulk topsoil strip
- Bulk cut to subgrade
- Spoil haulage and disposal
- Stockpiling material
- Placement and compaction of structural fill
- Placement and compaction of capping
- Proof Rolls
- Placement and compaction of bottom ballast
- Cess Drains

Further geotechnical borehole investigations are currently being undertaken to provide a more detailed and accurate geotechnical profile which will be provided in the RFT. Where required lime stabilisation of subgrade will be managed through a separate subcontract.

The work time applicable to the above elements has been broken down into the following based on rail corridor constraints:

- Normal Time
- Occupation Time
- ALBF

Please see attached document for further information on the scope of works.

SUMMARY OF WORKS PACKAGE

The scope of works relates to the traffic management aspect of the project, including:

- Traffic controllers and traffic signage to support on site construction activities
- Traffic Management Plan Development
- MOA and Relevant Council applications
- Traffic equipment hire

Scope of Works

1. General Description
In carrying out the Works the Subcontractor shall be responsible for:

1) Provision of Dry Hire Plant and Equipment as required;
2) Allowing for all Project and Site Inductions for all labour and supervision in excess of that provided by Coleman Rail as detailed herein, and any requisite training required; Delivery Driver induction if required
3) Project working hours will typically be a (6) day working week during the hours of 7am to 5pm Monday to Friday and 8am to 3pm Saturday;
4) Providing a 24 hr emergency contact telephone number for the Plant Hire's equipment, to respond to problems arising in the work area as a result of Plant breakdowns;
5) Ensuring no advertising is fixed to any part of the Site without the approval of Coleman Rail;
6) Site vehicles will require reversing cameras, squawker, flashing lights and UHF as a minimum.
7) All Plant, Equipment and Personnel will be required to comply with the requirements of 3D Safety, the projects inductions and verification of competency safety platform
8) The Subcontractor is deemed to have allowed for all statutory requirements, local laws, transport conditions, routes, local weather conditions and Site conditions that may affect them carrying out the Works.
General

SUMMARY OF WORKS PACKAGE

The scope of works relates to the General Survey requirements in order to support construction activities for the Shepparton Line Upgrade.

SUMMARY OF WORKS PACKAGE

The scope of works relates to the Labour Hire requirements in order to support construction activities for the Shepparton Line Upgrade.

The scope of works relates to the upgrade of Shepparton Stabling yard in order to increase stabling capacity and house the longer VLocity trains located in Zones 10-12 as shown in Figure 1. Upgrades include new track construction, signalling and communication systems, CCTV and lighting, new operations buildings, car parking, access roads and walkways to the facilities.

Construction of the new stabling yard will occur over six stages to enable both normal time and occupation time works. As part of the new stabling yard construction, the applicable civil drainage works are as follows:

- Trench for new drainage pipe/culverts
- Place bedding sand
- Lay pipe/culverts/headwalls/pits
- Backfill and compact
- Grout lifting lugs
- Place beaching around headwalls

With the requirements of an underground hydraulics services package for Shepparton Stabling yard, works may be combined with this civil drainage package due to the complexities of the site and the ability to combine trenches. As such drainage contractors with hydraulics capabilities will be sought after.

The work time applicable to the above elements has been broken down into the following based on rail corridor constraints:

- Normal Time
- Occupation Time
- ALBF

Please see attached document for further information on the scope of works.

The scope of works relates to the upgrade of Shepparton Stabling yard in order to increase stabling capacity and house the longer VLocity trains located in Zones 10-12 as shown in Figure 1. Upgrades include new track construction, signalling and communication systems, CCTV and lighting, new operations buildings, car parking, access roads and walkways to the facilities.

Construction of the new stabling yard will occur over six stages to enable both normal time and occupation time works. As part of the new stabling yard construction, the applicable earthworks and formation works are as follows:

- Bulk topsoil strip
- Bulk cut to subgrade
- Spoil haulage and disposal
- Stockpiling material
- Placement and compaction of structural fill
- Placement and compaction of capping
- Proof Rolls
- Placement and compaction of bottom ballast
- Cess Drains

Further geotechnical borehole investigations are currently being undertaken to provide a more detailed and accurate geotechnical profile which will be provided in the RFT. Where required lime stabilisation of subgrade will be managed through a separate subcontract.

The work time applicable to the above elements has been broken down into the following based on rail corridor constraints:

- Normal Time
- Occupation Time
- ALBF

Please see attached document for further information on the scope of works.

The scope of works relates to the Combined Service Route associated with axle
counter upgrades to 59 level crossings, as well as signalling upgrades at Murchison
East (associated with a new crossing loop) and Shepparton Stabling (associated
with a new stabling facility). This package focuses on the under boring component
of the CSR at nominated track and road crossings to link up the CSR routes on
either side.

Please see attached document for further information on the scope of works.