Project Specific Requirements

DLI - Std Spec Roadworks v5.4 - PSRs – March 2025

Reference

Read these Project Specific Requirements (PSRs) in conjunction with the Standard Specification for Roadworks (SSRw) and the Drawings if any. Only those parts of the Standard Specification which refer to the works being carried out apply.

Standard Specification for Roadworks – Reference Text

The technical specification for this project is the Standard Specification for Roadworks V 5.4 which is a separate document of reference text.

Site Copy

Retain a current copy of the Standard Specification for Roadworks on site for the duration of the Contract. Retain a copy of these Project Specific Requirements on site for the duration of contract. Electronic copies are acceptable.

Electronic copies of the Standard Specification for Roadworks are available via: https://dipl.nt.gov.au/industry/technical-standards-guidelines-and-specifications/technical-specifications/roads

Project Specific Requirements

The selection of specific items or materials for the works being carried out are as specified in these Project Specific Requirements or shown as notes on the drawings.

Clause Numbering

The clause numbers in the Project Specific Requirements remain consistent and refer back to the relevant clause and section in the Standard Specification for Roadworks.

Precedence

Any provision in these Project Specific Requirements or on the project drawings shall override any conflicting provision in the Standard Specification.

SSRW Section 1	MISCELLANEOUS PROVISIONS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 1.2	Definitions

SUBGRADE

Top [enter data] mm of material below subgrade surface.

[Amend default (150mm) if designer specifies different thickness. Delete this sub-clause if thickness is 150mm.]

SSRW Clause 1.8	Establishment

ONGOING COSTS

All indirect costs associated with the contract. Provide, on request, details substantiating the amount shown in the Schedule of Rates.

[Insert “Bill of Quantities” for Lump Sum Contracts]

SSRW Clause 1.13.2	Administration

Take responsibility for locating, selecting, operating and rehabilitating all borrow pits and water resources.

[Determine and insert any constraints on the use of potential borrow areas and water sources, including sites of significance, environmental and salinity.]

SSRW Clause 1.13.5	Operation of Extraction Areas

Extraction

Strip 100mm minimum depth top layer throughout the area of operation.

[Insert depth to be removed as required.]

SSRW 1.13.6	Rehabilitation of Extraction Areas

[Add any new requirements. Amend specified requirements if necessary. Delete any operation not required]

SSRW 1.13.7	Stream Sites

EXCAVATION LIMITS

[Add any new requirements. Amend specified requirements if necessary. Delete if not applicable]

CONDITIONS

[Add any new requirements. Amend specified requirements if necessary. Delete if not applicable]

SSRW 1.20	Work Near Traffic Counting Stations or Near Culweigh Stations

[Use this clause where there is a possibility of adjacent work damaging cables. Delete if not applicable]

SSRW Clause 1.21	Project Notice Boards

Design the Project Notice Boards in accordance with drawing number(s) [enter data]

[Insert the required drawing number(s).]

Include the following project specific wording on the boards;

[enter data]

[enter data]

[Provide the required wording.]

Remove the boards within 2 weeks after the Certificate of Practical Completion has been issued.

[Use this paragraph for NT roads.]

Remove the boards 52 weeks after the Certificate of Practical Completion has been issued.

[Use this paragraph for Federal roads.]

SSRW Clause 1.27	Cycle And Pedestrian Shared Paths

[Insert any required information.]

SSRW Clause 1.33	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 2	PROVISION FOR TRAFFIC

SSRW Clause 2.1	General

Contractor Performance Reports (CPRs) will include an assessment of all aspects of temporary traffic management associated with the works, including, but not limited to, traffic flow and traffic congestion.

[If there are known alternative ways to deliver the requirements under the Contract make an assessment of whether any of those are acceptable, and if any of those are NOT acceptable. State clearly in the specification which alternatives are NOT acceptable.

Edit this worksection so that redundant working is deleted, and so that new requirements are added]

SSRW Clause 2.1.5	Temporary Road Furniture

[Add any additional requirements. Amend specified requirements if necessary.]

SSRW Clause 2.4	TEMPORARY TRAFFIC MANAGEMENT

SSRW Clause 2.4.4	Site Based Workzone Traffic Management Plan Designer (TMD)

A site based Traffic Management Plan Designer (TMD), is: Required / Not Required.

[Edit to suit the project – delete one option. Obtain Manager Road Operations and Traffic approval if site based WZ1/TMD is to be required.

If NOT required delete the rest of this sub-clause.]

[Consider the project requirement for an onsite Traffic Management Designer (WZ1/TMD) to be positioned onsite for the contract duration. Considerations may be complex projects where regular changes are required to TTM which would otherwise result in delay to works.

If possible state the time period for which a TMD is required to be on site.

Delete if not applicable ]

SSRW Clause 2.4.5	Traffic Pilot Vehicle

SSRW Clause 2.4.5.2	Other Requirements

Traffic Pilot Vehicle (Required/ Not Required)	[enter data]

[Consider the anticipated conditions on site and select required/not required and add any conditions appropriate for the specific project. Delete sub-clause if escort/pilot vehicle not required Obtain Manager Road Operations and Traffic approval if Pilot vehicle is considered to be specified.

Consider requiring provision of a traffic pilot vehicle for work sites where criteria listed in AS 1742.3 and AGTTM Part 3 Roadworks pilot vehicle clause are present:

Consider requiring provision of a traffic pilot vehicle to guide traffic through a work site if any of the following conditions exist:

part of the length of the work site is out of view of the supervisor, workers and the traffic controller.

the traffic speed is required to be kept low to minimize damage to the works

traffic needs to follow a particular path through the site which may not be obvious unless a pilot vehicle is used.

the hazard to workers requires the traffic speed to be reduced.

pedestrians and cyclists require assistance in travelling through the work site and need to be driven to the end of the work site (rural roads).]

SSRW Clause 2.5	TRAFFIC MANAGEMENT PLAN – Witness Point

[State if Traffic Management audit is required or not required]

SSRW Clause 2.5.1	Document Control

Provide and keep updated a register showing the TMP and a list of the TGSs to be used for each project managed by the department.

[Delete reference to a project specific register for simple jobs where it is unlikely that revisions of TGSs will be required during the works.]

Resubmit revised documents for appraisal. Do not recommence work until the submitted revised documents have been appraised and found to be suitable for use and the amended traffic control measures have been implemented on site. This is to be at no cost to the Principal.

[Department staff must not tell the TMP Designer what the required changes are, only what the identified hazards are.]

The Superintendent may direct the Contractor to cease work, make the site safe, and withdraw plant, equipment, and personnel from the road reserve if the site is deemed unsafe, and/or if the temporary traffic control measures are not compliant. This is to be at no cost to the Principal.

When revised documents have been appraised and found suitable for use, and rectification works are complete, and the site is deemed to be acceptably safe, and/or the temporary traffic control measures are deemed to be compliant, the Contractor may return the plant, equipment, and personnel to the site, also at no cost to the Principal.

SSRW Clause 2.7	TRAFFIC MANAGEMENT AUDIT REQUIREMENTS

[Refer to the Traffic Management Plan clause in this worksection to see if audits are required for this contract. If audits are not required this clause can be deleted.]

SSRW Clause 2.8	TEMPORARY TRAFFIC MANAGEMENT AUDITING RESULTS

[Refer to the Traffic Management Plan clause in this worksection to see if audits are required for this contract. If audits are not required this clause can be deleted.]

SSRW Clause 2.12	WORK IN URBAN/Built-up AREAS

SSRW Clause 2.12.1	Working Times – Hold Point

Concessions to work within these hours may be approved by the Superintendent, should the need arise and the Superintendent deems it necessary.

[Modify the restricted working times to suit the site conditions. When determining restricted working hours consider traffic volumes in each direction, and any scheduled events or festivals that may affect the works. Restricted working hours must be advised at Pre-start meeting if it cannot be advised at tender stage.]

[Delete the clause if the work is not in an urban area unless high volumes of traffic are expected for an event. Include a cross-reference to the Restricted Working Hours clause in the Preliminaries if appropriate.]

SSRW Clause 2.14	WARNING DEVICES

SSRW Clause 2.14.1	Works in Progress Signs

[Adjust the text as necessary, to suit the specific project.]

SSRW Clause 2.15	NT SPECIFIC DIRECTIONS FOR ROAD WORK SIGNS

SSRW Clause 2.15.5	Portable Variable Message Signs (VMS) - Hold Point

[Include this clause where major disruptions or changes to the traffic path are likely to occur.]

[Consider requirement such as; will the VMS only be required prior to commencement, and/or prior to opening to traffic (changed traffic conditions), or for the duration of the works. Also consider mobilization if outside of urban environment. Make requirements project specific and explicit. Add text to clearly detail requirements. Make explicit that DIPL can accommodate individual Contractor’s preferred methodology provided safety is not compromised.]

SSRW Clause 2.15.7	Temporary Speed Limits - Hold Point

Table - Target lowest speed limits
Application	Target speed limit not lower than
Urban or built up areas.	40 km/h
Bridge works, when restricting traffic to one lane and only in conjunction with a stop-traffic situation. A safety barrier complying with the relevant Test Level in accordance with AS/NZS 3845 must also be used.	40 km/h
All other rural works.	60 km/h unless site conditions warrant a lower speed limit.

[These are the lowest allowable speeds. Increase these minimums where required, eg. In a high traffic volume situation where lower speeds are not desirable.]

SSRW Clause 2.18	DETOURS, SIDE TRACKS, AND CROSSOVERS - HOLD POINT

Detour/ Side Track/ Crossover required or not required;	[enter data].

[Determine with the Regional Director whether construction requires a detour or will be done under traffic. Delete as appropriate.

If detour required/permitted, provide as much information as possible including minimum lengths between detours, or how many detours can be under traffic at any one time i.e. one detour under traffic while another is constructed]

SSRW Clause 2.18.1	Design and Construction - Witness Point

[The design of detours must take in to account the local terrain where the detours will be located. The selected path of any detour must be such that all types and sizes of vehicles anticipated to use the detour will be able to use the detour without undue disruption to normal driving patterns. Special designs may be required to provide detours through restricted sites such as at jump-ups, through cuttings, around narrow built-up pavements, on flood plains, and other site conditions which may affect the provision of the detours.]

Side Track Type;	[enter data]

[Specify either sealed or gravelled. Specify sealed side tracks when the detour will be in operation for longer than 4 weeks. Discuss the side track type and requirements with the Regional Project Officer. Delete if side track not required.]

Construct side tracks with a finished surface level crown height 250 mm above the natural surface.

[Delete this requirement for short duration projects on local roads which are unlikely to be affected by rain.]

[Ensure that primer sealing is included in the SPRAY SEALING Section. Note here that the paragraph "Sealed side tracks to be primer sealed with 7 mm aggregate as specified in the SPRAY SEALING Section." is deleted if it is not applicable.]

SSRW Clause 2.18.2	Maintenance

Prevent dust nuisance by water spraying at regular intervals to keep surface moist.

[Consider access to water and associated costs. If water supply is difficult consider deleting the requirement to use water.

Possible optional alternative is signage warning road users of hazards from dust.]

SSRW Clause 2.19	ACCESS TO ADJACENT PROPERTIES AND SIDE ROADS

[Consider specifying access requirements for commercial properties. Negotiate with the owners for their access requirements during design. Identify the access requirements on the plans, if necessary.]

SSRW Clause 2.10	TEMPORARY PEDESTRIAN ACCESS

[In situations where a temporary path is required, include an item in the Schedule of Rates outlining the standard required, e.g. "a temporary primer sealed and lit path".]

SSRW Clause 2.22	CONTRACTOR'S PLANT AND EQUIPMENT - HOLD POINT

Hold Point - On roads carrying significant traffic, floodlight the road and area within 50 m of the site when working at night, if approved by the Superintendent, to a ground level luminance of 10 lux minimum.

[Include only for roads carrying significant traffic.]

SSRW Clause 2.26	RESTORATION

Upon completion of works:

Stabilize all areas impacted by the works to prevent erosion.

Where applicable reseed with local native grasses and trees and shrubs.

[Consider seeding with local native grasses and trees and shrubs, where applicable.]

SSCM Clause 2.28	OTHER REQUIREMENTS

[Add any additional requirements.]

SSRW Section 3	CLEARING, GRUBBING AND REHABILITIATION

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 3.2	Clearing

SALVAGED ITEMS

A list of items to be salvaged are as follows;

[Add a list of items to be salvaged.]

COMPENSATION

Pay compensation (to be charged as a negative variation to the contract) for excess clearing at the rate of $5 per square meter.

[Adjust the rate of compensation as required]

SSRW Clause 3.3	Trees to be Retained

Retain selected trees shown on the drawings or as directed.

[Nominate location of tree to be retained by chainage and offset and mark individual trees with paint or a stake.]

SSRW Clause 3.4	Mulching

[Edit to suit particular project]

SSRW Clause 3.7	Scarifying of Existing Roads

[Delete clause to suit particular project]

SSRW Clause 3.11	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 4	EARTHWORKS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 4.2	Standards and Publications

Note: In respect to Test Methods AS 1289.3.1.1, AS 1289.3.2.1, and AS 1289.3.4.1, Wet Preparation Method is to be used where this is an option in an applicable test method.

SSRW Clause 4.3	Definitions

SUBGRADE

Top [enter data] mm of material below subgrade surface.

[Amend default (150mm) if designer specifies different thickness. Delete this sub-clause if thickness is 150mm.]

SSRW Clause 4.4.2	Excess Material – Hold Point

Haul and dump and/or spread excess material at the following site(s):	[enter data]

[If some excess material is to be spread and some to be stockpiled specify sites, indicating if they are for stockpiles or for spreading of excess material.]

The material is to be;	- Spread and sheeted with topsoil

- Stockpiled

[Delete option not required.]SSRW Clause 4.5	Earthworks In Fill

SSSRW Clause 4.5.5 Construction Methods

Fill by [enter data] method.

[Select "Compacted Layer", "Rocky Material" or "Rock Fill" method.]

SSRW Clause 4.6	Fill Material

[Specify selected values for properties if any differ from values in Standard Specification.]

SSRW Clause 4.6.1	General Fill

Note: In respect to Test Methods AS 1289.3.1.1, AS 1289.3.2.1, and AS 1289.3.4.1, Wet Preparation Method is to be used where this is an option in an applicable test method.

Minimum CBR	[enter data] %

MMDD of	[enter data] %,

Maximum particle size – Subgrade layers	[enter data] mm

Maximum particle size – Layers other than subgrade	[enter data] mm

Plasticity index between	[enter data] % and [enter data] %.

[To AS 1289]. Ensure specified minimum CBR is consistent with locally available materials and the proposed pavement design. Delete this clause if the CBR in the Std Spec is achievable.]

SSRW Clause 4.6.2	Standard Fill

Minimum CBR	[enter data] %

MMDD of	[enter data] %,

Maximum particle size – Subgrade layers	[enter data] mm

Maximum particle size – Layers other than subgrade	[enter data] mm

Plasticity index between	[enter data] % and [enter data] %,

Linear shrinkage between	[enter data] % and [enter data] %.

[Enter data if values required are different from the default values in the Std Spec. To AS 1289. Ensure specified minimum CBR is consistent with locally available materials and the proposed pavement design. Delete this clause if the CBR in the Std Spec is achievable.]

SSRW Clause 4.6.3	Select Fill

Minimum CBR	[enter data] %

MMDD of	[enter data] %,

Maximum particle size – Subgrade layers	[enter data] mm

Maximum particle size – Layers other than subgrade	[enter data] mm

Plasticity index between	[enter data] % and [enter data] %,

Linear shrinkage between	[enter data] % and [enter data] %.

[Enter data if values required are different from the default values in the Std Spec. To AS 1289. Ensure specified minimum CBR is consistent with locally available materials and the proposed pavement design. Delete this clause if the CBR in the Std Spec is achievable.]

SSRW Clause 4.6.4	Sand Clay Fill

Minimum CBR	[enter data] %

MMDD of	[enter data] %,

Maximum particle size – Subgrade layers	[enter data] mm

Maximum particle size – Layers other than subgrade	[enter data] mm

Plasticity index between	[enter data] % and [enter data] %,

Linear shrinkage between	[enter data] % and [enter data] %.

[Delete if sand clay fill not permitted. Enter data if values required are different from the default values in the Std Spec. To AS 1289. Ensure specified minimum CBR is consistent with locally available materials and the proposed pavement design. Delete this clause if the CBR in the Std Spec is achievable.]

SSRW CLAUSE 4.8	Earthworks For Drainage

SSRW Clause 4.8.1	Stream Diversions

[Delete this clause if it not required. Add information regarding excavations and fill for stream diversions if not shown on drawings.]

SSRW Clause 4.8.2	Levees/Stop berms

[Delete this clause if it not required. Add information regarding locations and dimensions of levees if not shown on drawings.]

SSRW Clause 4.8.4	Table Drain Offlets

Divert table drains into offlet drains at intervals not exceeding [enter data] m.

[Insert intervals if other than 150m. Add any additional requirements or any alteration to the reference text. Delete this clause if it not required.]

SSRW Clause 4.12	Batter Protection by Grassing

Fill batters to have a surface layer 100 mm minimum thickness of stripped material.

[Indicate on cross sections and add note that this surface layer is additional to the specified cross section]

SSRW Clause 4.12.1	Grassing

Batters to be treated from ch. [enter data] to ch. [enter data].

[Insert start and end chainages. Add extra rows if more than one section of batter is to be treated.]

SSRW Clause 4.12.2	Seed Mixture And Fertiliser

SEED MIXTURE AND FERTILISER

Seed required	[enter data] .

FERTILISER APPLICATION RATE

Apply at rate of	[enter data] kg/ha.

[Insert number of kilograms required per hectare.]

SSRW CLAUSE 4.13	Bridge Foundations

SSRW Clause 4.13.1	Conditions

Original core samples for inspection at: [enter data]

[Insert location of original core samples.]

SSRW Clause 4.13.2	Excavation

SSRW Clause 4.13.2.1	General

Dimensions:	[enter data]

[Insert information.]

Reduced levels:	[enter data]

[Insert information.]

SSRW Clause 4.13.2.2	Preparation

Blinding concrete:	[enter data]

[Required/not required. Required if foundation is NOT homogeneous sound rock.]

SSRW CLAUSE 4.14	Fill Adjacent To Bridge Structures

[Indicate which processes, if any, are not required.]

SSRW CLAUSE 4.15	Compaction

[Indicate which processes, if any, are not required.]

SSRW CLAUSE 4.16	Conformance

SSRW Clause 4.16.1	Existing Surface Levels

Material to replace stripped layer:	[enter data]

[Indicate requirements, if any.]

SSRW Clause 4.16.2	Tolerances

Subgrade width:	[enter data]

[Indicate if kerbs are, or are not, included in the project.]

SSRW Clause 4.17	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 5	CONFORMANCE TESTING

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 5.10	Conformance Testing Results

Table - Remote areas additional days permitted for testing and reporting completion times
Area/Location	Number of additional days allowed *
* In addition to the Time Allowed for NATA Endorsed Report in Days (Monday to Saturday) in the Tables - Testing and Reporting Completion times - Parts 1, 2, & 3.

SSRW Clause 5.12	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 6	PAVEMENTS AND SHOULDERS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 6.2 Definitions

SUBGRADE

Top [enter data] mm of material below subgrade surface.

[Amend default (150mm) if designer specifies different thickness. Delete this sub-clause if thickness is 150mm.]

SSRW Clause 6.3 Material Properties

SSRW Clause 6.3.1	Table – Natural Gravel Particle Sizes

Conformance requirements;	- Base – sealed or unsealed - Type [enter data]

[Insert 2 or 3 for Type.]

- Sub Base – Type [enter data]

[Insert 1, 2, 3 or 4 for Type.]

- Shoulders – Type 3

[Alter if a different Type is required.

Delete any items not required in the contract.]

SSRW Clause 6.3.2	Fine Crushed Rock

[Indicate if Required or Not Required.]

SSRW Clause 6.3.3	Blends Of Natural Gravel And Fine Crushed Rock

[Indicate if Required or Not Required.]

SSRW Clause 6.3.4	Sand Clay

[Indicate if Required or Not Required. Use when it forms an integral part of the pavement and/or shoulder design.]

SSRW Clause 6.4.1	Process Control Testing

[Indicate if All Required or list activities and elements Required or indicate None Required.]

SSRW Clause 6.5.2	Strengthening by Granular Overlay on Existing Pavement

[Indicate if there is no seal to be removed.]

SSRW Clause 6.5.3	Strengthening by Granular Overlay on Re-worked Existing Pavement

[Indicate if there is no seal to be removed, and mixed-in.]

SSRW Clause 6.7.1	Pavement Acceptance Requirements

[Delete any items not required in the contract]

SSRW Clause 6.7.6	Dry Back Requirement

Nominal pavement thickness:	[enter data] mm.

[Indicate if thickness is other than top 75 mm, or delete.]

SSRW Clause 6.7.7	Remedial Work

Pavement thickness:	[enter data] mm.

[Indicate if thickness is other than 200 mm, or delete.]

SSRW Clause 6.7.8	Other Tolerance Requirements

[If any of the exclusions listed are required to conform to an IRI of less than 2.4 delete them from the list.]

SSRW Clause 6.8	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 7	STABILISATION AND MODIFICATION

[Add changes to the existing clauses in this section here, in correct number order]

SSRW Clause 7.3	Materials

SSRW Clause 7.3.1	Binders

SSRW Clause 7.3.1.1	Lime

Do not use dolomite limes (CaMg(CO3)2). Do not use agricultural lime (Calcium Carbonate (CaCO3)).

Conform to AS 1672.1

[Other limes such as dolomite limes (Calcium/Magnesium Oxide) are not as effective. Do not use agricultural lime (Calcium Carbonate)]

SSRW Clause 7.3.4	Water

The maximum salt content for water in Alice Springs is [enter data] mg/litre

The maximum salt content for water in Tennant Creek is [enter data] mg/litre

[Delete if max. salt level in Std Spec is achievable.]

Materials to be stabilized are :	[enter data]

SSRW Clause 7.4	In Situ Stabilization and Modification

SSRW Clause 7.4.1	Preliminary Field Trial

Preliminary field trial [enter data] .

[Insert required/not required.]

SSRW Clause 7.4.4	Binder Spreading

[Insert details if it is a small job and bag spotting is necessary]

SSRW Clause 7.4.4.2	Spread Rates for Tender Purposes

Adopt the following binder spread rates for tender purposes:

Cement Stabilisation:	[enter data] kg/sq.m.

Cement Modification:	[enter data] kg/sq.m.

Hydrated Lime Modification:	[enter data] kg/sq.m.

[Insert required spread rate if different from rates in Std Spec.]

SSRW Clause 7.4.4.3	Spreading Requirements – Lime slurry

Lime:water ratio to be [enter data]

[Insert required lime:water ratio]

SSRW Clause 7.4.5	Binder Mixing

[Specify if rotary hoes or graders are allowed for small works.]

SSRW Clause 7.4.5	Binder Mixing

Use plant capable of:

[For small works allow the use of rotary hoes or graders]

SSRW Clause 7.4.10	Curing of Cement Treated Layers

For cement treated layers (stabilised or modified), cure using either of the following methods:

Keep the finished surface damp (without leaching) until further construction or other curing operations are carried out.

Alternatively cure by applying a [enter data].

[Specify bitumen emulsion or cutback bitumen]

SSRW Clause 7.5	Plant Mix Stabilisation

SSRW Clause 7.5.1	Binder Content

Adopt the following cement content for tender purposes: [enter data] %.

[Insert required percentage.]

SSRW Clause 7.5.2	Preliminary Field Trial

Preliminary field trial [enter data] .

[Insert required/not required.]

SSRW Clause 7.5.7	Laying

Grader laying [enter data] .

[Insert permitted / not permitted. Suitable for minor jobs only.]

SSRW Clause 7.6	Conformance

SSRW Clause 7.6.1	Tolerances

Binder distribution values for other types of binding agent.

Table – Stabilised and Modified Layer Conformance – Other Types of Binding Agent
Binding Agent	[i] Apply if a preliminary trial is carried out (i.e. total area over 1000m2)	[ii] Apply if a preliminary trial is not carried out (i.e. areas under 1000m2)
Binder content shall not vary by more than the percentage shown absolute between top and bottom half of a layer at any location as determined in accordance with NTTM 204.8.	Binder content shall not vary by more than ± the percentage shown from the field application rate in any point.
[enter data]	[enter data] %	[enter data] %
[enter data]	[enter data] %	[enter data] %
Take samples for Liquid Limit, Plastic Limit, Linear Shrinkage, California Bearing Ratio from the unstabilised pavements.

SSRW Clause 7.7	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 8	SPRAY SEALING

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 8.4	Material Requirements

SSRW Clause 8.4.7	Bitumen Emulsion

Bitumen emulsion to be;

Type;	[enter data]

Binder Grade;	[enter data]

%Binder;	[enter data

[Specify type of emulsion, based on the following types, if the default values in the Standard Specification are not to be specified:

A	-	anionic

C	-	cationic.

AM	-	aggregate mixing

RS	-	rapid setting

SS	-	slow setting

Specify Binder Grade, either 170 or 320

Specify percent bitumen content, usually 60%

Example: ASS-17060 is anionic, slow setting, class 170 bitumen, with 60% bitumen content.]

SSRW Clause 8.5	Sprayers and Personnel

Australian Asphalt Pavement Association (AAPA) has been renamed to Australian Flexible Pavement Association (AFPA).

SSRW Clause 8.8.2	Prime, Primer Seals, Seals, Pre-coats, and Enrichment Coats

Cut back requirements are:

Prime:	AMC [enter data]	to AMC [enter data]

[Generally AMC 00 to AMC 1 – Default AMC 0 to AMC 00.]

Primer Seal:	AMC [enter data]	to AMC [enter data]

[Generally AMC 2 to AMC 4.]

Enrichment Coat:	AMC [enter data]	to AMC [enter data]

[generally AMC 0 to AMC 3. – Default – Emulsion based – to be advised.

Specify the bitumen cut back and delete inapplicable items.]

SSRW Clause 8.8.5	Binder Coats, Tender Quantities

Spray rates used as a basis for calculating tender quantities are as follows:

Enrichment Coat:	[enter data] litres/m2

[Generally 0.2 to 0.4 L /m2.]

Prime:	[enter data] litres/m2

[Generally 0.8 to 1.2L /m2.]

Primer Seal

[enter data] mm aggregate):	[enter data] litres/m2

[Generally 1.1 to 1.4 L /m2 for 10mm size.]

First Coat

[enter data] mm aggregate):	[enter data] litres/m2

[Generally 1.4 to 1.8 L /m2 for 14mm size.

1.0 to 1.5 L /m2 for 10mm size.]

Second Coat

[enter data] mm aggregate):	[enter data] litres/m2

Reseal

[enter data] mm aggregate):	[enter data] litres/m2

[Generally 1.7 to 2.3 L /m2 for 14mm size, 1.2 to 1.8 L /m2 for 10mm size, 0.8 to 1.0 L /m2 for 7mm size.]

Geofabric Tack Coat:	[enter data] litres/m2

[Generally 0.6 to 0.7L /m2, but seek advice from Design Branch.]

SSRW Clause 8.22	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 9	DENSE GRADED ASPHALT

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 9.3	Definitions

Australian Asphalt Pavement Association (AAPA) has been renamed to Australian Flexible Pavement Association (AFPA).

SSRW Clause 9.4.1	Mix Type And Design Traffic Category

Supply as follows:	Mix Type [enter data] for Wearing Course

Mix Type [enter data] for Structural Course

Mix Type [enter data] for Correction Course

Mix Type [enter data] for Patching Work

[Insert the required design mix type 1,2,3,4 or 5 for the particular work.]

Design Traffic Category;	[enter data]

[Nominate Heavy or Medium or Light in accordance with the TRAFFIC CATEGORIES clause. Seek advice from the Pavement Engineer if the grade is steep.]

SSRW Clause 9.9 Paving Plans

WZ1/ TMD traffic scheme designer to be onsite at all times while works are being carried out.

[enter data]

[Indicate if required or not required.

Mandatory for Mobile Worksites]

SSRW Clause 9.10 Surface Preparation

SSRW Clause 9.10.3 Cold Planing

New content – add after sentence “All loose materials . . . .prior to placing asphalt.”

In urban areas use suction brooms. Do not use rotary brooms in urban areas.

End of new content.

SSRW Clause 9.13.2	Mechanical Spreading

Spreaders not specified in the Standard Specification but which are permitted to be used are;

[enter data]

[Where limited quantities of asphalt are required, or the area to be paved is restricted or of limited width, such as footpaths or parking areas, other spreaders may be specified.

Use only for large projects. Trial areas, where specified, should be included as a separate schedule item.]

SSRW Clause 9.15.2	Process Testing

Australian Asphalt Pavement Association (AAPA) has been renamed to Australian Flexible Pavement Association (AFPA).

SSRW Clause 9.17	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 10	SLURRY SURFACING

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 10.3	Commencement of Work

Length of notice before commencement of work is adjusted to [enter data] days.

[Delete if notice remains at 7 days.]

SSRW Clause 10.14	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 11	MISCELLANEOUS CONCRETE WORKS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 11.4.1	Ready Mix Concrete

Production Assessment;	[enter data]

[Enter “Required” or “Not Required” . Add required concrete properties if they differ from those given in the Std Spec book.

Use Project Assessment for special-class concrete or where more significant structures are involved or where job-mixed concrete is used.]

Table – Concrete properties
Property	Required measure
Compressive strength	[enter data]
Aggregate size, generally	[enter data]
Aggregate size, machine extruded kerbs and gutters	[enter data]
Slump, generally	[enter data]
Slump, machine extruded kerbs and gutters	[enter data]

[Delete table if required properties are unchanged.]

SSRW Clause 11.4.2	Job-mixed Concrete

Project Assessment;	[enter data]

[Enter “Required” or “Not Required”.]

SSRW Clause 11.6.7	Backfilling

Material to be used is;	[enter data] fill.

[Enter “select” or “general” or “special” or other selected fill type.]

SSRW Clause 11.11	OTHER REQUIREMENTS

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 12	DRAINAGE WORKSSSRW Clause 12.6	Construction of Culverts and Structures

SSRW Clause 12.6.4	Culverts in Fill Under Construction

Manufacturer’s instructions and design specifications: [enter data]

[Add any additional requirements or any alteration to the reference text.]

SSRW Clause 12.13	OTHER REQUIREMENTS

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 13	PROTECTION WORKS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 13.4	Rock Properties

Use local rock unless specified differently here.

[Consider the availability of suitable local rock and any risks associated with the use of it.]

SSRW Clause 13.5	Stone Pitching

SSRW Clause 13.5.1	Stone Pitching

Depth of stone pitching is to be [enter data] mm.

[Delete this clause if the information is on the drawings]

SSRW Clause 13.6	Dumped Rock Protection

Use large spalls or boulders which have a least dimension of [enter data] mm.

[Consider the availability of rock sizes and specify size.]

SSRW Clause 13.7	Quarter Tonne Class Dumped Rock Protection

Use large spalls or boulders which meet the requirements of the following table.

Table – Rock - Size and grading
Rock Size (weight)	Minimum % Larger Than Specified Size
[enter data] kg	90
[enter data] kg	50
[enter data] kg	0

[Consider the availability of rock sizes and specify size if default values are not available.]

SSRW Clause 13.8	Rubble

Dimensional tolerances are;

Maximum size of rubble to be [enter data] mm.

At least 30% by mass to have a nominal size of [enter data] mm or greater.

No more than [enter data]% by mass to pass the [enter data] mm sieve.

The average plane of the exposed face to be within [enter data] mm of that specified.

The exposed face to be within [enter data]mm of the average plane.

[Delete this clause if the information is on the drawings or if the information in the Std Spec is what is required.]

SSRW Clause 13.9.2	Steel Wire Mesh for Gabions

PVC coating:	[enter data]

[Enter “Required” or “Not Required” . PVC coating can be deleted where abrasion of wire is not likely to be a problem. Additionally PVC coating may be deleted after due consideration of the likely long term deleterious effects on the wire of ground water, soil salinity, natural weather exposure and water immersion.]

Dimensions of gabions are to be:	[enter data]

[State required dimensions, or state “As shown on drawings” if that is the case..]

SSRW Clause 13.10	Reno Mattresses

SSRW Clause 13.10.2	Steel Wire Mesh for Reno Mattresses

PVC coating:	[enter data]

[Enter “Required” or “Not Required”. PVC coating can be deleted where abrasion of wire is not likely to be a problem. Additionally PVC coating may be deleted after due consideration of the likely long term deleterious effects on the wire of ground water, soil salinity, natural weather exposure and water immersion.]

SSRW Clause 13.12	Embankment Protection – Concrete

Reinforcement [enter data]

[Enter “Required” or “Not Required”]

Margins [enter data]

[Enter “Included” or “Not Included”]

Adjacent protection work [enter data]

[Enter “Included” or “Not Included”]

SSRW Clause 13.13	Margins

Adjacent pavement [enter data] sealed.

[Enter “is” or “is not”]

SSRW Clause 13.14	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 14	ROAD FURNITURE AND TRAFFIC CONTROL DEVICES

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 14.4	Tactile ground surface indicators

[Indicate any special requirements for TGSI colours if not shown on drawings.]

SSRW Clause 14.5	Fencing

SSRW Clause 14.5.2	Existing Fences

Install a post at the intersection of new fence with existing fence and fix the wiring of both fences to that post.

Complete the necessary sections of new fencing before removing or opening a boundary or internal fence.

[Indicate which of the 2 preceding options is applicable.]

SSRW Clause 14.5.6	Temporary Site Safety Fence

[Indicate any special requirements for temporary site safety fences here..]

SSRW Clause 14.6	Plastic Flexible Guide Posts

SSRW Clause 14.6.5.6	Delineators

Discrete device type retroreflectors

The special hazards to be indicated by discrete device type retroreflectors are: [enter data]

[Indicate details here, or state that the hazards are on drawings.]

Installation of Delineators

Discrete device type retroreflectors installation requirements; [enter data]

[Indicate details here, or state that the installation details are on drawings.]

SSRW Clause 14.7	Steel Flexible Guide Posts

SSRW Clause 14.7.5.6	Delineators

Discrete device type retroreflectors

The special hazards to be indicated by discrete device type retroreflectors are: [enter data]

[Indicate details here, or state that the hazards are on drawings.]

Installation of Delineators

Discrete device type retroreflectors installation requirements; [enter data]

[Indicate details here, or state that the installation details are on drawings.]

SSRW Clause 14.8 Testing of Flexible Guide Posts

SSRW Clause 14.8.1Tests

Testing and associated reports must not be more than three years old as of the date of tenders unless otherwise approved by the Principal.

[This requirement is to take in to account that manufacturing processes and materials used during manufacture may change. The tests must be done on posts which are proposed to be provided under the contract. Guide posts of each type or model from each batch must be tested.]

SSRW Clause 14.9	Road Signs

SSRW Clause 14.9.4	Materials

ADDITIONAL SIGN SIZES

Road signs mounting pole sizes other than the sizes shown in the table Roadside Signs - Mounting Selection are:

Table - Roadside Signs – Non Standard Mounting Poles Selection
Location	Sign size W x D (mm)	No. and NB Gal. Pipe Posts	Brackets or M8 bolts per post	Bracing req. (Yes/No)	Footing
Depth (mm)	Dia. (mm)

[Delete this clause and the table if no non-standard pole sizes are required.]

ANTI-GRAFFITI COATING

Hold Point – Obtain Superintendent’s approval for the use of anti-graffiti film or coating products. Apply anti-graffiti products only to the new road signs specified by the Superintendent.

[All roads Project Officers BE AWARE that 3M warrants their road signs only if their anti-graffiti film is used. Use of non-3M anti-graffiti product voids the 3M warranty.]

SSRW 14.9.6	Location

Replace the entire sub-clause with the new content below.

Signs to be located clear of vegetation and be clearly visible under headlight illumination.

LATERAL PLACEMENT

[Ensure the sign location is shown on the drawings and is designed to allow easy sighting, for ease of road maintenance, and in compliance with design requirements.]

Lateral placement to be measured to the edge of the sign nearest the road.

Lateral placement to be as follows:

Signs (frangible post used) on Unkerbed roads:

Two to 5m clear from the edge of the traffic lane, and 600 mm minimum clear from the outer edge of the road shoulder.

Signs (frangible post used) on Kerbed roads:

Preferably 500 mm to 1000 mm from the front face of the kerb.

The maximum clearance is 5.0m.

Rigid safety barrier present:

A minimum of 1.0 m from the face of the safety barrier (regardless of kerb position)

Wire rope safety barrier present:

A minimum of 1.5 m from the face of the safety barrier (regardless of kerb position)

HEIGHT

Height to be measured as the clearance to the lowest edge of the lowest sign in an assembly.

Heights for signs to be as follows:

Table – Heights for signs
Unkerbed Roads
Signs overhanging a footway:	2.5 m minimum above a defined pathway.
Fingerboard (G3) and street name signs (G5) and other navigational signs at intersections:	2.0 m above the near edge of the pavement.
Signs at other locations:	2.0 m above the near edge of the pavement in an environment with pedestrian movements
1.0 m to 1.5 above the near edge of the pavement in areas not subject to pedestrian movements.
Kerbed Roads:
Signs overhanging a footway:	2.5 m minimum above a defined pathway.
Signs not overhanging a footway:	2.0 m clearance except for those specific signs on medians and islands given below.

Table – Height of specific signs on medians and islands
The following signs, when used on medians and islands, to have a clearance 150 mm above the kerb:
D412 Hazard Marker
D422 Hazard Marker
D43 Hazard Marker
R23 (Keep Left) (Keep Right)
R25 (No U Turn)
R26 (No Right Turn) (No Left Turn)
R215 (U Turn Permitted).

End of new content.

SSRW Clause 14.11 Cattle grids

Refer to Civil Standard Drawings CS 3310 and CS 3312.

[Ensure that the required Standard Drawings are included. Delete reference to drawings not applicable to project.]

SSRW Clause 14.14	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 15	BOAT RAMPS AND BARGE LANDINGS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 15.1.3 Definitions

Full tide access: The facility is to be usable across the full tidal range.

The toe of the ramp is at LAT: - [complete/edit] m.

[Depth of ramp toe below LAT will be site specific. Show depth here if not on drawings. Delete if default value is acceptable.]

SSRW Clause 15.2.1 Inspections - Notice

Inspections are required for:

[complete/edit].

[Delete stages not in project. Add stages that are in project but not in list.]

SSRW Clause 15.3.2 Survey

Witness point - Provide copies of survey reports prepared for the works. This is not required for survey reports commissioned by the Principal or the Superintendent.

[A land survey and a hydrographic survey are required with enough detail and extent to locate services, natural and artificial features and determine contours. Indicate if (1) Not required, or (2) Provided by the Principal/Superintendent, or (3) To be provided by the Contractor.]

SSRW Clause 15.3.4 Acid sulfate soil investigation

Witness point - Provide copies of acid sulfate soil investigation reports prepared for the works. This is not required for acid sulfate soil investigation reports commissioned by the Principal or the Superintendent.

[An acid sulfate soil investigation for the determination of the liming rate or management strategy should be undertaken dependent on the volume of cut or site conditions. Indicate if (1) Not required, or (2) Provided by the Principal/Superintendent, or (3) To be provided by the Contractor.]

SSRW Clause 15.4 Boat Ramp Geometry

LAT: - [complete/edit] m.

[Depth of ramp below LAT will be site specific. Show depth here if not on drawings. Delete if default value is acceptable.]

SSRW Clause 15.5 Barge Landing Geometry

LAT: - [complete/edit] m.

[Depth of ramp below LAT will be site specific. Show depth here if not on drawings. Add any other relevant information if not included on drawings.]

SSRW Clause 15.6 Components and Materials

Source(s) of materials are:	[complete/edit]

[Subject to site and availability of materials with consideration as to whether it is an urban or remote location. Note the deletion of components in the template specification but not in project. Add components that are in project but not listed in the specification.]

SSRW Clause 15.6.1 Coffer dams, timbering, shoring, and sheeting

Coffer Dams:	[complete/edit]

Timbering:	[complete/edit]

Shoring:	[complete/edit]

Sheeting	[complete/edit]

[Indicate items NOT REQUIRED in the works. Add details to items included in the works.]

SSRW Clause 15.7 Earthworks in cut

SSRW Clause 15.7.3 Excavated material

Disposal site/nourishment area:	[complete/edit]

SSRW Clause 15.7.4 Treatment of acid sulfate soils

SSRW Clause 15.7.4.2 Temporary bunding

Temporary bunds:	[complete/edit]

[Indicate REQUIRED or NOT REQUIRED].

SSRW Clause 15.7.5 Extent of access channel extraction works

Refer to the project drawings for the extent of the extraction area.

Sequence of extraction:	[complete/edit]

Re-profiling sequence:	[complete/edit]

Buffer zones:	[complete/edit]

[Indicate REQUIRED or NOT REQUIRED or SHOWN ON DRAWINGS. If required provide details of requirements.]

SSRW Clause 15.7.6 Access channel final profiles

Access channel profiling:	[complete/edit]

[Indicate REQUIRED or NOT REQUIRED or SHOWN ON DRAWINGS. If required provide details of requirements.].

SSRW Clause 15.7.7 Excavation and re-profiling of difficult material

Use of a non-standard method re-profiling of material which is difficult to excavate by conventional means:	[complete/edit]

[Indicate REQUIRED or NOT REQUIRED or NOT YET KNOWN – TO BE ADVISED BY CONTRACTOR or SHOWN ON DRAWINGS. If this is known to be required provide details of approved extraction methods.]

SSRW Clause 15.11 Cast in-situ concrete approach slab

SSRW Clause 15.11.3 Concrete design mix – barge landings

Strength grade: [complete/edit] MPa at [complete/edit] days.

Minimum cementitious content: [complete/edit]kg/m³.

Maximum water cement ratio: [complete/edit].

Nominal maximum aggregate size: [complete/edit] mm.

Target slump range: [complete/edit]- [complete/edit] mm.

Natural sand content of fine aggregates: Minimum [complete/edit]%.

[Enter details of concrete mix design for barge landings. If shown on drawings state that here.]

SSRW Clause 15.15.3 Cast in-situ concrete shoulders and shoulder batters

See above at SSRW 15.11.3.

Strength grade: [complete/edit] MPa at [complete/edit] days.

Minimum cementitious content: [complete/edit]kg/m³.

Maximum water cement ratio: [complete/edit].

Nominal maximum aggregate size: [complete/edit] mm.

Target slump range: [complete/edit]- [complete/edit] mm.

Natural sand content of fine aggregates: Minimum [complete/edit]%.

[Enter details of concrete mix design for barge landings. If shown on drawings state that here.]

SSRW Clause 15.15.4 Fully grouted stone pitched shoulders and shoulder batters

Strength grade: [complete/edit] MPa at [complete/edit] days.

Minimum cementitious content: [complete/edit]kg/m³.

Maximum water cement ratio: [complete/edit].

Nominal maximum aggregate size: [complete/edit] mm.

Target slump range: [complete/edit]- [complete/edit] mm.

Natural sand content of fine aggregates: Minimum [complete/edit]%.

[Enter details of concrete mix design. If shown on drawings state that here.]

SSRW Clause 15.16 Shoulders and shoulder batters - stone pitched

[Enter details if not shown on drawings. If shown on drawings state that here.]

SSRW Clause 15.17 Ramp toe

SSRW Clause 15.17.1 Depth

Ramp surface to extend to LAT: - [complete/edit] m.

Waterway bed to extend to LAT: - [complete/edit] m

[Depth of ramp below LAT will be site specific. Show depths here if not on drawings. Delete if default values are acceptable.]

SSRW Clause 15.18 Rock armour

SSRW Clause 15.18.3 Size of rock

Primary rock:	[complete/edit]

Secondary rock:	[complete/edit]

Toe rock:	[complete/edit]

Core rock:	[complete/edit]

[If the rock sizes are not shown on the drawings enter properties here. If shown on drawings state that here.]

SSRW Clause 15.20 Retro-reflective raised pavement markers (RRPM)

RRPMs:	[complete/edit]

[Indicate REQUIRED or NOT REQUIRED or SHOWN ON DRAWINGS. If required provide details of requirements.]

SSRW Clause 15.21 Navigational aids

[Contact NT MSB for all details on navigational aids. Markings, colour, flash settings etc.]

SSRW Clause 15.21.1 Navigational buoys

[Contact NT MSB for all details on navigational aids. Markings, colour, flash settings etc.]

Diameter:	[complete/edit]

[Select from:

600 mm.

700 mm.

800 mm.

1200 mm.

1250 mm.

1400 mm.

1500 mm.]

Top marks:	[complete/edit]

[For example:

Port

Starboard

Safe water etc.]

Solar lantern:	[complete/edit]

[Select from:

SL-15.

SL-60.

SL-70.

SL-75.

SL-C310.

SL-C410.

SL-C415.

SL-C510.

Refer to manufacturer’s datasheets.]

Mould-in graphics:	[complete/edit]

[“Property of the NT Government” etc.]

SSRW Clause 15.21.2 Buoy positioning table

Table - Buoy positioning
Buoy number	Latitude	Longitude	Type	Colour	Design water depth
1	complete	complete	complete	complete	complete
2	complete	complete	complete	complete	complete
3	complete	complete	complete	complete	complete
4	complete	complete	complete	complete	complete

[Latitude and Longitude: Consult with NT MSB.

Type: SL-B1500, Aquafloat 800 etc.

Colour: Red, Green, White, Yellow, Blue.]

SSRW Clause 15.21.3 Solar marine lantern

[Delete this clause if no solar marine lanterns are required in the project.]

Visibility:	[complete/edit]

[Select from:

1-2 NM.

2-3 NM.

3-5 NM.

5-9 NM.

Refer to manufacturer’s datasheets.

Visibility (nautical miles) to NT MSB requirements.]

Signal colour to IALA E-200-1:	[complete/edit]

[Select from:

Red.

Green.

White.

Yellow.

Blue.

Colour to NT MSB requirements.]

Flash settings:	[complete/edit]

[Flash settings to NT MSB requirements.]

[Contractor may be required to install poles for lanterns or lights to be mounted to. Poles are to be located as per project specific drawings and designed to suit location of installation to Superintendent’s approval.]

SSRW Clause 15.21.4	Solar marine lantern power supply

[Delete this clause if no solar marine lanterns are required in the project.]

Nominal voltage: 3.6 V

[Refer to manufacturer datasheets if a larger voltage is required.]

Battery capacity:	[complete/edit]

[Select from:

2.4 Ah.

4.0 Ah.

8.0 Ah.

16.0 Ah.

Refer to manufacturer datasheets.

Battery capacity to NT MSB requirements.]

SSRW Clause 15.21.5	Sector lantern

[Delete this clause if no sector lanterns are required in the project.]

Intensity:	[complete/edit]

[Select from:

25%.

50%.

75%.

100%.

Intensity to NT MSB requirements.]

Flash settings:	[complete/edit]

[Contact NT MSB for desired settings.]

GSM communications:	[complete/edit]

[NT MSB to advise if a global system for mobile communications is required for specific site.]

SSRW Clause 15.21.6	Sectored port entry light

[Delete this clause if no sector port entry lights are required in the project.]

Intensity:	[complete/edit]

[Select from:

25%.

50%.

75%.

100%.

Intensity to NT MSB requirements.]

Flash settings:	[complete/edit]

[Contact NT MSB for desired settings.]

GSM communications:	[complete/edit]

[NT MSB to advise if a global system for mobile communications is required for specific site.]

SSRW Clause 15.21.7	Leading light

[Delete this clause if no leading lights are required in the project.]

Length:	[complete/edit]

[Select from:

600 mm.

1200 mm.]

Length to NT MSB requirements.]

Visibility:	[complete/edit]

[Select from:

Single row 8 NM.

Double row 9 NM.

Triple row 10 NM.

Visibility (nautical miles) to NT MSB requirements.]

Colour to IALA E-200-1:	[complete/edit]

[Select from:

Red.

Green.

White.

Yellow.

Blue.

Colour to NT MSB requirements.]

Intensity:	[complete/edit]

[Select from:

25%.

50%.

75%.

100%.

Intensity to NT MSB requirements.]

Flash settings:	[complete/edit]

GSM communications:	[complete/edit]

[NT MSB to advise if a global system for mobile communications is required for specific site.]

SSRW Clause 15.22 Completion

SSRW Clause 15.22.1	Operation and maintenance manuals – Hold Point

Additional operation and maintenance manuals and maintenance schedules to be provided:

[complete/edit]

[complete/edit]

[complete/edit]

[Add and delete from the list as required for specific project.]

SSRW Clause 15.23	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 16	PAVEMENT MARKING

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 16.15	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 17	LANDSCAPE

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 17.1	Landscape Defects Liability Period

The defects liability period for the Landscaping portion of the works is: [enter data].

[Select one of the following 3 options; (a)13 weeks from practical completion of the landscaping works OR (b) The same as for the entirety of the works but not less than 13 weeks from practical completion of the landscaping works OR (c) To dd/mm/yyyy.]

SSRW Clause 17.6	Grassing

SSRW Clause 17.6.1	Ground Preparation

Fertilizer application rate: [enter data] kg/hectare.

[Specify the fertilizer application rate.]

SSRW Clause 17.12	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 18	DUCTING AND CONDUITS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 18.3	Supply and Installation

Terminate duct crossings [enter data] behind kerbs.

[Delete if there is no kerbing]

Terminate duct crossings clear of the pavement

[Enter information on terminations of duct crossings, or refer to drawings if information is on drawings. Delete if there are kerbs.]

SSRW Clause 18.4	Markings

Mark kerbs with a letter to identify the type of ducts which pass under them as follows:

[Specify type of ducts, based on the following types:

Electrical:	‘E’

Telstra:	‘T’.

Water:	‘W’

Delete if there is no kerbing]

Stamp the letter into new kerb after the concrete has taken its initial set and before final set.

[Delete if not applicable]

Mark existing kerb with an aluminium plate containing the identification letters as specified.

[Delete when there is no kerbing]

Place a star picket 1300 mm long, painted white and set 300 mm into the ground directly over each end of the conduit.

Attach an identification letter in red paint on a 50 mm x 30 mm aluminium plate fastened securely to the picket.

[Delete when kerbing exists]

SSRW Clause 18.5	Conduit Markers

Erect 600 mm x 600 mm signs at locations specified to highlight the existence of conduits.

[Include only in special circumstances. Ensure locations of signs specified]

SSRW Clause 18.6	Electrical Ducting

Special requirements are [enter data] .

[Enter information on requirements not included in Standard Specification. Delete if there are none.]

SSRW Clause 18.8	Telstra Ducting

[Show location of Telstra ducts on the drawings]

SSRW Clause 18.9	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 19	TRAFFIC CONTROL SIGNALS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 19.11	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 20	TRAFFIC COUNTING STATIONS

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 20.11	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 21	STREET LIGHTING

[Add changes to the existing clauses in this section here, in correct number order.]

SSRW Clause 21.8	Materials

[Add any additional requirements or any alteration to the reference text.]

SSRW Clause 21.8.5	Control Equipment

[Edit to suit the project or delete if not required]

SSRW Clause 21.10	Existing Street Lighting

SSRW Clause 21.10.3	Trenches

Nominal trench width: 600 mm.

Nominal trench depth: 1200 mm.

[Reflects a 12 m post top and 9 m single outreach.]

SSRW Clause 21.15	Existing Street Lighting

SSRW Clause 21.15.1	Disconnection and Removal

Deliver the salvaged materials to [enter data] .

[Provide address / location of shed / yard for delivery of salvaged items.]

SSRW Clause 21.19	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 22	DIRECTIONAL BORING

[Add any additional requirements or any alteration to the reference text.]

SSRW Clause 22.5	Testing of Services

Additional tests required are: [enter data] .

[Indicate if no additional tests are required. Add any additional requirements or any alteration to the reference text]

SSRW Clause 22.8	Other Requirements

[Add any additional requirements or any alteration to the reference text]

SSRW Section 23	PROTECTIVE COATINGS

SSRW Clause 23.3 Protective coatings

Site testing of protective coatings

To AS 3894.10 and AS 3894.11 and AS 3894.12.

Required or not required:	[enter data].

SSRW Clause 23.3.3 Inorganic zinc silicate

Required or not required:	[enter data].

[Enter details of items to be coated, locations of those items, and coatings to be applied.]

SSRW Clause 23.4 Protective coatings specifications - systems and approved products

Requirements are;	[enter data].

[Enter details of project region classification (arid, inland, coastal), and specifications of coatings to be applied, and components to be coated.]

SSRW Clause 23.20	Other Requirements

[Add any additional requirements or any alteration to the reference text]

SSRW Section 24	MEASUREMENT AND PAYMENT

[Add any additional requirements or any alteration to the reference text.]

NEW CONTENT

SSRW Clause 24.1	Miscellaneous Provisions

For details of Rise and Fall applicable to fuel refer to MISCELLANEOUS PROVISIONS work section, Price adjustments – Fuel Costs – Rise and Fall clause.

SSRW Clause 24.2	Provision for Traffic

SSRW Clause 24.2.3	Traffic Pilot Vehicle

Traffic Pilot Vehicle - Required / Not required.

[Delete one option.]

SSRW Clause 24.2.6	Temporary Road Furniture

Supply, install and maintain all temporary road furniture as specified.

[Show any special/unusual requirements.] [If possible list the items of road furniture required on a temporary basis during the works. These items may include, but are not limited to, information signs and amenity furniture. These items DO NOT INCLUDE traffic control signs or devices required by AS 1742.3, AGTTM Part3, and/or the TMP and the TGSs.]

Temporary road furniture includes but is not limited to the items listed below.

[List all applicable items.]

SSRW Clause 24.2.15	Portable Variable Message Signs

[For remote works not near any urban centre, consider mobilisation separately.]

SSRW Clause 24.4	Earthworks

SSRW Clause 24.4.6	Select Fill

Refer to SSRW Clause 4.6.3 in this worksection.

or

Provide select fill conforming to [enter data]

[Delete one option.]

SSRW Clause 24.6	Pavements and Shoulders

SSRW Clause 24.6.2	Reconstruction and Rehabilitation of Existing Pavements

Refer to SSRW Clause 6.5.2 and to SSRW Clause 6.5.3 in this worksection.

[Indicate if measured at stockpile or loaded vehicle.]

SSRW Clause 24.7 Stabilisation And Modification

SSRW Clause 24.7.2	Supply and spread binder

Method of supply and spread of binder: [enter data]

[Indicate method if not in-situ. Delete if in-situ methods used.]

SSRW Clause 24.8	Spray Sealing

SSRW Clause 24.8.4	Prime, Primer Seals, Seals, Pre-coats, and Enrichment Coats

Refer to SSRW Section 8 in this worksection.

SSRW Clause 24.11	Miscellaneous Concrete

Additional items: [enter data]

[Indicate additional items not listed in this section of MEASUREMENT AND PAYMENT.]

SSRW Clause 24.11.2	Vehicle Crossings and Access Strips

Types of vehicle crossings and access strips: [enter data]

[Indicate types of vehicle crossings and access strips]

SSRW Clause 24.14	Road Furniture and Traffic Control Devices

SSRW Clause 24.14.2	Fencing

Types of fences [enter data]

[Indicate types of fences.]

SSRW Clause 24.14.7	Road Signs – Supply and Install

Types of signs [enter data]

[Indicate types of signs.]

SSRW Clause 24.14.10	Cattle Grids

Sizes of cattle grids [enter data]

[Indicate sizes of cattle grids.]

SSRW Clause 24.15	Boat Ramps and Barge Landings

Adjustments to measurement and payment required are: [enter data]

[Add any additional requirements or any alteration to the reference text.]

SSRWSSRW Clause 24.23	Protective Coatings

Systems required are: [enter data]

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 25	REFERENCED AUSTRALIAN STANDARDS

SSRW Clause 25.1	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 26	OTHER REFERENCED AUTHORITIES AND DOCUMENTS

Australian Asphalt Pavement Association (AAPA) has been renamed to Australian Flexible Pavement Association (AFPA).

SSRW Clause 26.1	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 27	ACTS, REGULATIONS, CODES, AND AUTHORITIES

SSRW Clause 27.4	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 28	CIVIL STANDARD DRAWINGS FOR ROADWORKS

SSRW Clause 28.1	Other Requirements

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 29	NT CLIMATE ZONES TABLE

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 30	HOLD POINTS AND WITNESS POINTS SCHEDULES

[Add any additional requirements or any alteration to the reference text.]

SSRW Section 31	UPDATES OVERVIEW

[Add any additional requirements or any alteration to the reference text.]

Contents

SSRW Section	1	MISCELLANEOUS PROVISIONS
SSRW Section	2	PROVISION FOR TRAFFIC
SSRW Section	3	CLEARING, GRUBBING AND REHABILITIATION
SSRW Section	4	EARTHWORKS
SSRW Section	5	CONFORMANCE TESTING
SSRW Section	6	PAVEMENTS AND SHOULDERS
SSRW Section	7	STABILISATION AND MODIFICATION
SSRW Section	8	SPRAY SEALING
SSRW Section	9	DENSE GRADED ASPHALT
SSRW Section	10	SLURRY SURFACING
SSRW Section	11	MISCELLANEOUS CONCRETE WORKS
SSRW Section	12	DRAINAGE WORKS
SSRW Section	13	PROTECTION WORKS
SSRW Section	14	ROAD FURNITURE AND TRAFFIC CONTROL DEVICES
SSRW Section	15	BOAT RAMPS AND BARGE LANDINGS
SSRW Section	16	PAVEMENT MARKING
SSRW Section	17	LANDSCAPE
SSRW Section	18	DUCTING AND CONDUITS
SSRW Section	19	TRAFFIC CONTROL SIGNALS AND INTELLIGENT TRANSPORT SYSTEMS
SSRW Section	20	TRAFFIC COUNTING STATIONS
SSRW Section	21	STREET LIGHTING
SSRW Section	22	DIRECTIONAL BORING
SSRW Section	23	PROTECTIVE COATINGS
SSRW Section	24	MEASUREMENT AND PAYMENT
SSRW Section	25	REFERENCED AUSTRALIAN STANDARDS
SSRW Section	26	OTHER REFERENCED AUTHORITIES AND DOCUMENTS
SSRW Section	27	ACTS, REGULATIONS,CODES AND AUTHORITIES
SSRW Section	28	CIVIL STANDARD DRAWINGS FOR ROADWORKS
SSRW Section	29	NT CLIMATE ZONES TABLE
SSRW Section	30	HOLD POINTS AND WITNESS POINTS SCHEDULES
SSRW Section	31	UPDATES OVERVIEW

Edit the Project Specific Requirements to include only those sections required for the project. Do not change any section or clause numbers as they refer directly to the section and clause numbers in the standard specification.

If any clauses are amended by these PSRs, show the clause number in its numbering order place; State the requirement and state that the clause in the PSR overrides the equivalent clause in the Standard Reference text.

Delete any PSR clause which is not used or not relevant to the contract project.