CT6953

SPECIFICATION

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Contents

PROJECT SPECIFIC REQUIREMENTS ........................................................................................................................ 3

DOCUMENT 00230 EXISTING CONDITIONS AT SITE .............................................................................................. 5
DOCUMENT 00800 GENERAL REQUIREMENTS ...................................................................................................... 6
DOCUMENT 00870 SCHEDULES AND TABLES ..................................................................................................... 12
SECTION 02050 DEMOLITION................................................................................................................................... 15
SECTION 02150 ASBESTOS REMOVAL ................................................................................................................... 16
SECTION 02315 EXCAVATION AND FILL ................................................................................................................ 17
SECTION 02510 WATER DISTRIBUTION.................................................................................................................. 18
SECTION 02530 SANITARY SEWERAGE ................................................................................................................. 19
SECTION 02550 PIPED ENERGY DISTRIBUTION .................................................................................................... 21
SECTION 02630 STORM DRAINAGE ........................................................................................................................ 22
SECTION 02740 BITUMINOUS CONCRETE PAVEMENT......................................................................................... 23
SECTION 02769 TACTILE WARNING SURFACES .................................................................................................... 25
SECTION 03305 WATERPROOF CONCRETE .......................................................................................................... 26
SECTION 03310 CONCRETE ..................................................................................................................................... 29
SECTION 03365 COLOURED CONCRETE FLOORING ............................................................................................ 31
SECTION 03530 CONCRETE SCREEDS (GRANOLITHIC)....................................................................................... 33
SECTION 04210 BRICKWORK .................................................................................................................................. 35
SECTION 04220 BLOCKWORK ................................................................................................................................. 36
SECTION 05100 STRUCTURAL STEEL .................................................................................................................... 37
SECTION 05400 COLD FORMED METAL FRAMING (LOAD BEARING) ................................................................ 38
SECTION 05510 METAL STAIRS & LADDERS ......................................................................................................... 39
SECTION 05580 ARCHITECTURAL METALWORK & WHITEGOODS .................................................................... 40
SECTION 06100 CARPENTRY ................................................................................................................................... 41
SECTION 06165 FIBRE CEMENT PRODUCTS ......................................................................................................... 42
SECTION 06400 JOINERY (SITE BUILT) .................................................................................................................. 43
SECTION 07130 TANKING ......................................................................................................................................... 44
SECTION 07140 WET AREA MEMBRANE ................................................................................................................. 45
SECTION 07200 THERMAL INSULATION ................................................................................................................. 46
SECTION 07610 METAL ROOFING, SIDING & PLUMBING ..................................................................................... 47
SECTION 07725 FALL-ARREST EQUIPMENT .......................................................................................................... 48
SECTION 08200 DOORS & DOOR FRAMES............................................................................................................. 49
SECTION 08330 ROLLER SHUTTER DOORS .......................................................................................................... 50
SECTION 08520 METAL WINDOWS & GLAZING ..................................................................................................... 51
SECTION 08660 WINDOW SECURITY ...................................................................................................................... 52
SECTION 08710 DOOR HARDWARE ........................................................................................................................ 53
SECTION 09250 PLASTERBOARD ........................................................................................................................... 54
SECTION 09260 DRY WALL PARTITIONS................................................................................................................ 55
SECTION 09300 CERAMIC TILE................................................................................................................................ 56
SECTION 09500 SUSPENDED CEILING ................................................................................................................... 57
SECTION 09650 RESILIENT FLOORING .................................................................................................................. 58
SECTION 09680 CARPET .......................................................................................................................................... 59
SECTION 09910 PAINTING ........................................................................................................................................ 60
SECTION 10150 TOILET AND SIMILAR COMPARTMENTS .................................................................................... 61
SECTION 12300 MANUFACTURED CASEWORK - SHOP BUILT............................................................................ 62
SECTION 13700 ENTRY SURVEILLANCE ................................................................................................................ 64
SECTION 16350 ELECTRICAL DISTRIBUTION ........................................................................................................ 65
SECTION 16710 COMMUNICATION CABLING.......................................................................................................... 66

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PROJECT SPECIFIC REQUIREMENTS

1. Scope of Work
The project is located at 15 Recreation Road‚ Powelltown 3797
Works to include but not be limited to the following:
 Erection of safety fencing to fully enclose the area of works and maintain same in good
condition throughout construction period.
 Locate all existing services within the works area and required service connection points.
 Demolition of existing pavilion and making good of site as required to prepare for new works
as documented.
 Excavation work as required, including stock piling of topsoil on site and removal of all
subsoil off site.
 All concrete work including footings, as specified by structural engineer and pavements.
 Civil works including reticulation of stormwater drainage and rain water systems.
 Construction of all external and internal walls, windows and doors.
 Reticulation and connection of all sewerage and hot/cold water systems as required. Supply
and install all plumbing fixtures and fittings as specified and required to complete the works.
 Supply and install all roofing including metal roofing, flashings, gutters, downpipes and trim
required to complete the works.
 Installation of internal and external roller shutters.
 Operable walls
 Kitchen with stainless steel benches
 Supply and reticulation of a complete electrical system, all parts and commissioning of
same
 Supply and installation of all joinery and fittings.
 Painting of all works as required.
 Supply and installation of all floor, wall and ceiling finishes.
 Supply and installation of all hardware as required for doors, windows etc. The Principle to
supply and install lock cylinders.
 Landscaping works as documented. Remove all rubble and left over spoil once ground
surfaces are restored to a true and even grade between paths, access ways and be graded
away from building.

2. List of Conditions of Contract

Australian Standard AS 4000 - 1997 General Conditions of Contract.
Conform with Yarra Ranges Council Conditions of Tender.

3. Programming of Works
The date for Practical Completion is as specified in Annexure Part A. Submit a proposed construction
program that shows the start and finishing dates of Principal activities, with integration of sub-trades
and tasks and the date of practical completion.

4. Services/Utilities
Refer to Project Documentation.

5. Site Security and Protection

Erect suitable hoardings on site to ensure no danger to public and security of site and materials.
Protect existing trees, kerbs and footpaths. If damaged during construction, builder to replace or
repair at no cost to the Principal. Protect existing services and maintain supply at all time.

6. Trade Section Schedules and Appendices

Included as Appendix 8 - General & Trade Schedule, where required is a collection of summaries for
each Trade Section. Each summary contains project specific information relevant to the tender of the
works. These schedules along with all other appendices and the drawings comprise the source of all
project specific information for tender purposes.

7. Staging of the works

The works shall be staged and accordingly programmed for the following stages;
• Not Applicable

8. Works by Others
The following works are to be completed by others and are not part of this contract:

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 Supply and installation of lock cylinders.

 Supply and installation of signage other than that noted within the documents.

9. Critical Supply Items

At the commencement of the contract, the successful tenderer is required to confirm the availability
and lead times of all critical supply items. Any critical supply items shall be shown within the
construction program as to reflect any such supply requirements to demonstrate achieved works
within submitted construction program. Critical supply items may include but not be limited to the
following items:
 All products and finishes as specified

10. Time is of the Essence

Time is of the essence in the construction of the works under the contract.

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DOCUMENT 00230 EXISTING CONDITIONS AT SITE

Contractor to confirm during Tender

END OF DOCUMENT

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DOCUMENT 00800 GENERAL REQUIREMENTS

1. Information to Subcontractors, Suppliers and Installers

Advise Sub-contractors and suppliers and installers of material of the requirements of these
Supplementary Conditions of Contract.

2. Amount of Security (Performance Bond)

Refer General conditions of Contract.

3. Interpretation of Drawings
Check dimensions on site before proceeding with the work of the contract. Notify Superintendent of
omission or conflict in drawings and their relation to specifications.

4. Subcontractors and Suppliers

Within SEVEN (7) days of receipt of the Letter of Acceptance, supply to the Superintendent a
complete list of Sub-Contractors and Suppliers proposed for the Works. The Principal, through the
Superintendent, reserves the right to reject any so listed.

5. Indemnity of Principal
A. Indemnify, and keep indemnified the Principal against claim, demand, action, suit or proceeding
that may be brought or made against the Principal by any other person who has entered into a
contract with the Principal to execute work associated with the project.
B. Submit evidence of such insurance in respect of loss, damage or expense incurred by that
other person by reason of an act, default or neglect of the Contractor in the performance of his
obligations under the contract or arising out of or as a consequence of delay by the Contractor
in executing or failing to complete work under the contract and also from costs and expenses
that may be incurred by that other person in connection with such claim, demand, action, suit
or proceeding.
C. Do not proceed with work under the contract until evidence of Indemnities and Insurances
required herein, is submitted in writing to the Superintendent.

6. Approvals, Services, Fees and Tax

A. The following documents have been submitted by the Principal, via the Superintendent and
fees paid for:
• Planning permit
• Building Approval
• Fire report and/or approval
B. Be responsible for the connection of services, water, sewerage, drainage, electricity and gas
etc. Apply for such permits, pay for fees and charges levied by relevant bodies for such
connections. Issue necessary notices to such bodies. Obtain and pay for scaffolding permit.
In later trade sections where permits are required to be issued by local authorities a note to this
effect is provided for the subcontractor: “Apply for permits and pay required fees and charges
to responsible authorities. Provide permits and approval certificates to Contractor”.
C. Pay Tax on items where such tax is applicable. Refer to Annexure to Australian Standard,
General Conditions of Contract Part B, within the Conditions of Tender.
D. Pay fees, where applicable, relating to “Workplace Health and Safety” Acts and other state or
local government acts.

7. Site Control
A. Be responsible for activities on the site including providing access for authorised persons and
restricting access by unauthorised persons. Take necessary precautions to secure the assets
of the Principal.
B. Except as otherwise provided in the contract, delivery of materials for the works, space for
storage of same and for building sheds, office and workshops will be allowed only as directed
by the Contractor.
C. Do not store waste building materials and flammable liquids in the building.
D. Take proper precautions to keep poisons and other injurious substances in places secured
against access by unauthorised persons.

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8. Compliance with Ordinances, etc.

Whenever work or type of plant or machinery, etc. is required either by the specification or by the
relevant statutory authority, provide full details of such work, plant, etc. to the relevant statutory
authority and make such applications, etc. as may be required within two weeks of receipt of Letter
of Acceptance.
In such cases, approval given by the Superintendent to data submitted by the Contractor will not
necessarily imply that such data meet the requirements of the relevant statutory authority.

9. Site Amenities and Meetings

A. Provide statutory and necessary amenities and sanitary facilities for site workers where such
are not already available in suitable locations. Maintain in working condition and clean daily.
Comply with Union requirements.
B. Provide accommodation on the site of sufficient size to hold regular site meetings of Building
Foreman, Superintendent and Consultants (assume total of twelve people), with table and
chairs, lighting and heating.
C. Arrange for site meetings to occur at regular intervals throughout the contract period. Advise
Superintendent and Consultants of meeting times, keep accurate records of each meeting, and
issue to each Attendee a copy of the record within three days of each meeting.

10. Temporary Fire Extinguishers

Maintain fully charged, and accessible fire extinguishers as are necessary for the care and safety of
the Works, as required by local Fire Authority.

11. Telephone and Fax

Provide either a mobile telephone or a telephone service and pay costs of installation, rental, calls
and removal.
Provide fax machine under similar conditions.

12. Light and Power

Provide temporary electric light and power supply during construction and pay charges connected
therewith. Provide sufficient of each as required for execution of work specified. Where mains power
is not available, allow to provide power generators as required.

13. Water
Provide and maintain a temporary water supply sufficient for executing the work under the contract.
Disconnect and clear away same on completion and pay costs and charges in connection therewith.
Provide tapping of main supply if required.

14. Commencement of Work

Notwithstanding that possession of the site has been given to the Contractor, the Contractor shall not
be permitted to commence work on the site until he has provided :
A. Insurances as specified in the letter of Acceptance of Tender.
B. Health and Safety Plan for the works.
C. Security as defined in the Annexure Part A to the General Conditions of Contract.
Within 28 days of the date of the Letter of Acceptance.

15. Adjacent Premises

Ensure that the work is carried out without damage to and with a minimum of nuisance or annoyance
to the occupants of adjacent premises.
Provide a thorough photographic record of surfaces of existing buildings adjacent to the site.

16. General Attendance on Subcontractors

General attendance shall include taking delivery, assisting to unload, storing and protecting Sub-
Contractor's materials and for allowing Sub-Contractors ample working space, free use of water,
electricity (unless otherwise described), scaffolding, hoists and ordinary plant, etc., and messing and
sanitary accommodation and for cutting away, building in and protecting finished work and making
good.

17. Precautions in Carrying Out Work Under the Contract

Unless otherwise specified in the contract, observe, in the absence of statutory requirement to the
contrary, the relevant current Australian Standard published by Standards Australia relating to

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storage, transport, use of materials, explosives, fire precautions in arc or flame cutting flame heating
and arc or gas welding operations, plant and equipment, work processes and safety precautions.

18. Joining Up Existing Buildings

Where the method of joining up of old and new work is not otherwise specified, the cutting away and
joining up shall be carried out in a manner approved by the Superintendent and made good by
relevant trades to match existing adjacent work.

19. Interference with Existing Services

Notify the Superintendent of connection, disconnection or interference with existing services.
Repair, to the satisfaction of the Superintendent, damage which occurs to services during currency
of the contract.

20. Damaged Services

Where existing services at or adjacent to the site are in non-optimum condition, arrange for an
inspection by the Superintendent and the Officer-in-charge of the area responsible for such service.
At such meeting, record the condition and follow instructions when issued in writing by the
Superintendent.

21. Solid, Liquid and Gaseous Contaminants

A. Be responsible for the proper disposal of solids, liquid and gaseous contaminants.
B. Discharge gaseous contaminants in such a manner that they will be sufficiently diluted with
fresh air that the toxicity will be reduced to an acceptable level.
C. Subject to statutory and local requirements, liquid contaminant may be diluted with water to a
level of quality acceptable in the sewer system or contained in approved vessels for disposal
at sites approved by the relevant Authority.
D. Dispose of solid contaminants by removal from the site to locations approved by the relevant
Authority.

22. Disposal of Refuse

Refuse from construction operation (including food scraps and the like) shall be removed from the
site at frequent intervals.

23. Explosive Devices

Powder powered fixing tools shall not be used.

24. Dimensioning
Do not scale drawings which are clearly diagrammatic and/or marked 'not to scale' or NTS.

25. Shop drawings

Shop drawings mean complete drawings showing details of fabrication, assembly, installation, fixing
and waterproofing methods of specific items or components, and shall include necessary explanatory
notes and specifications.
When preparing shop drawings, do the following :
A. Include provision in construction programme for the production and distribution of shop
drawings.
B. Refer discrepancies discovered in the contract documents to the Superintendent for direction.
C. Verify relevant dimensions. Dimension drawings so that the items or components fit accurately
into the required positions.
D. Ensure that shop drawings conform with the requirements of the contract.
E. Drawings shall be of consistent standard size and presentation.
F. Submit 4 initial copies, one of each of the following : Specialist Subcontractor, Contractor,
Superintendent, relevant Consultant. Subcontractor submits 4 and gets 1 back. Contractor
submits 4 and gets 2 back. All parties retain one copy. If amendments are required, one copy
will be marked and returned to the Contractor for amendments to the original shop drawings.
(This process may be repeated until the Superintendent considers that the shop drawings are
satisfactory.) Do not fax shop drawings as they are often illegible on receipt.
G. When the shop drawings are satisfactory, one copy will be stamped by the Superintendent.
Supply two additional copies of the satisfactory shop drawings to the Superintendent. Provide
also as required for the Contractor's site office, manufacturers or Sub-Contractors.

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H. Acceptance of shop drawings shall imply only that the Contractor's interpretations of the
relevant requirements of the contract are generally correct, but shall in no way relieve the
Contractor of his obligations under the contract to construct and complete the Works correctly
and accurately.
I. Do not order, manufacture, assemble or supply any item or component needed according to
requirements of shop drawings until the Superintendent returns the applicable stamped
drawings.

26. Care of the Works

A. Delivery, Handling and Storage : Deliver, handle and store products in accordance with
manufacturer's recommendations and by methods and means which will prevent damage,
deterioration, and loss including theft. Control delivery schedules to minimise long-term
storage of products at site and over-crowding of construction spaces. In particular, co-ordinate
delivery and/or installation to ensure minimum holding or storage times for products recognised
to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other
sources of loss.
B. Limiting Exposure of Work : To the extent possible, through control and protection methods,
supervise performance of work in a manner which will ensure that none of the work, whether
completed or in progress, will be subjected to harmful, dangerous, or damaging exposures
during construction period.
C. Cleaning and Protection of Finished Work : General : during handling and installation of work
as project proceeds, clean site and protect work in progress and adjoining work on a basis of
perpetual maintenance. Apply suitable protective covering on newly installed work where
required to ensure freedom from damage or deterioration at a time of Practical Completion;
otherwise, clean and perform maintenance on newly installed work as frequently as necessary
throughout remainder of construction period. Adjust and lubricate operable components to
ensure equipment operates as intended.

27. General Product Compliance

A. Where Proprietary Items are specified, this does not necessarily imply exclusive preference for
the item so identified, but indicates the necessary properties of the item. If alternatives are
proposed, submit proposed alternatives and include samples, technical information, reasons
for proposed alternatives and cost. If necessary, provide English translation. State if use of
proposed alternatives will necessitate alteration to other parts of the works and advise
consequence costs.
B. Provide products which comply with requirements, and which are undamaged and unused at
time of installation, and which are complete with accessories, trim, finish and features required
by regulation, and other devices and details needed for a complete installation and for intended
use and effect.
C. Standard Products: where available, provide standard products of types which have been
produced and used previously and successfully on other projects and in similar applications.
D. Continued Availability: where additional amounts of a product, by its application, are likely to
be needed by Principal at a later date for maintenance and repair or replacement work, provide
a standard, domestically produced product which is likely to be available to Principal at such
later date.
E. Manufacturer's recommendations: where installations include manufactured products, comply
with manufacturer's current and applicable recommendations for installation, to whatever
extent these are more explicit or more stringent than applicable requirements indicated in
contract Documents. At completion of project, provide to the Superintendent a copy of each
set of Manufacturer's recommendations which have been used in the work of each trade.
F. Manufacturer's Data Sheets : where this specification requires, obtain two copies of the current
data sheets issued by the manufacturer of specified component. Retain one copy for use on
site and submit the other to the Superintendent as a record of instructions followed on the site.

28. Contractor’s Quality Control

A. Inspect each item of materials or equipment immediately prior to installation and reject
damaged or defective items.

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B. Provide attachment and connection devices and methods for securing materials properly as
they are installed, true to line and level, and within recognised industry tolerances unless
otherwise indicated. Allow for expansion and building movements. Provide uniform joint widths
in exposed Work, organised for best possible visual effect. Refer questionable visual effect
choices to the Superintendent.
C. Re-check measurements and dimensions of the Work as an integral step before starting each
installation.
D. Install work during conditions of temperature, humidity, exposure and weather which will ensure
the best possible results for each part of the work, or component or treatment as necessary to
prevent damage and deterioration.
E. Co-ordinate enclosure and closing-in of work with required inspections and tests, so as to avoid
necessity of uncovering work for that purpose.

29. Occupational (Workplace) Health & Safety

Be responsible for the maintenance of a satisfactory safety system on site. Provide evidence to the
Superintendent of full compliance with the provisions of the relevant state Health and Safety Act. It
is the responsibility of the contractor and subcontractors to use the safety equipment as required by
law.

30. Material/Colour Selections

A. The Superintendent will prepare a master Colour Schedule indicating the required colour,
finish, pattern, material, texture and other pertinent information in connection with interior and
exterior finishes.
B. Submit colour chips for items having colour unless otherwise directed or approved by
Superintendent.
C. To facilitate the preparation of such a schedule, submit within fifteen days following date of
award of contract, unless otherwise extended by the Superintendent, the names and products
of those manufacturers whose products are proposed for use within the framework of the
specifications wherever colour, finish, pattern, texture and other related information is a
consideration.

31. Miscellaneous Completion Procedures

A. Removal of Protection : except as otherwise indicated or requested by Superintendent,
remove temporary protection devices and facilities installed during course of the work to protect
previously-completed work. Where secured to exposed-to-view new work or existing to remain,
remove evidence of protection devices. Remove protection within 5 days before Practical
Completion.
B. Trade Cleaning : as each trade completes its work in each area of the building, the Sub-
Contractor is required to be responsible for "broom clean" standard of cleaning in that area.

32. Final Cleaning

Final Cleaning : provide final cleaning of the work of this specification, at time indicated, consisting
of cleaning each surface of unit of work to normal 'clean' condition expected for a first class building
cleaning and maintenance programme.
Examples of required cleaning are :
A. Remove labels which are not required as permanent labels.
B. Clean transparent materials, including mirrors and window/door glass, to a polished condition,
removing substances which are noticeable as vision-obscuring materials. Replace broken
glass and damaged transparent materials.
C. Clean exposed exterior and interior hard surfaces finished, to a dirt free condition, free of dust,
stains, fingermarks, films and similar noticeable distracting substances. Except as otherwise
indicated, avoid disturbance of natural weathering of exterior surfaces. Restore reflective
surfaces to original reflective condition.
D. Wipe clean surface of mechanical and electrical equipment, including lift and similar equipment;
remove excess lubrication and other substances.
E. Remove debris and surface dust from limited access spaces.
F. Clean concrete floors broom clean.
G. Vacuum clean carpet and similar soft surfaces.
H. Clean plumbing fixtures to a sanitary and polished condition, free of stains including those
resulting from water exposure.

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I. Clean light fixtures and lamps so as to function with full efficiency.

J. If permanent lighting fixtures have been used for construction purposes replace globes with
new.
K. Clean project site, including planted sections and footpaths, of litter and foreign substances.
Sweep paved areas to a broom clean condition; remove stains, petro-chemical spills and other
foreign deposits.
L. Label keys for locks accurately and provide in duplicate to the Superintendent at the completion
of the project.

33. Clean Site and Access Roads

Be responsible for maintaining clean roads and access. Remove and clean away mud, building debris
from footpaths, gutters, drains, walls etc. when such occurs.

34. Warranties
Provide written warranties as set out in DOCUMENT 00630 WARRANTIES.

35. Authority Approvals and Certificates

A. Prior to the issue of Practical Completion Notice for the whole or section of the work, lodge with
the Superintendent relevant certificates issued by local authorities.
B. Produce to the Superintendent a certificate of clearance of reinstatement of damage to
footpaths and road, etc. from the appropriate Road Authority and Yarra Ranges Council before
issue of Practical Completion Notice.

36. Contract Stamp Duty

If contract is liable to stamp duty, the Contractor shall provide to the Superintendent at time of signing
the contract, duty stamps to the value required by the state in which the project is being constructed,
together with one new copy of the printed Conditions of Contract being used in this project.

37. Asbestos
No asbestos products or asbestos based materials shall be used in any part or parts of this building
or its services and the Contractor shall ensure that Sub-Contractors, Nominated Sub-Contractors,
suppliers and others are advised of this restriction.
No compensation will be paid if asbestos is brought on to the site and subsequently discovered and
if discovered such removal and consequential making good or costs will be totally at the expense of
the Contractor.

38. Patent Rights

Ensure that no patent is infringed and that unless otherwise specified, amounts payable and
conditions imposed in respect of the manufacture, use or exercise of patented invention are paid and
complied with and shall indemnify the Principal against claims, damages, costs, charges and
expenses in any way whatsoever arising out of the manufacture, use or exercise by the Contractor of
patented invention.

39. Record of Services

Obtain from the Superintendent, two additional copies of the drawings and mark thereon the exact
position and route of underground piping as actually laid, by dimensions from boundaries, buildings
and other fixed points. The position of valves, branches, inspection openings and the like, shall be
dimensioned and checked by the Contractor before the work is covered up. Record on the drawings
the invert levels of drains and other relevant piped services. Variations in position of size of the pipes,
valves and the like within the building, shall also be marked on these sets of drawings and checked
by the Contractor. The dimensioned drawings shall be returned to the Superintendent on completion
to enable an exact record of the whole installation to be made for use in future maintenance.

40. Payment of workers and subcontractors

Refer to payment requirements, AS 4000 – 1997 General Conditions of Contract.

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DOCUMENT 00870 SCHEDULES AND TABLES

PART I MONETARY SCHEDULES

Provisional Sums
Definition: Provisional Sum
An amount of money included in the contract document to cover works proposed as part of the contract for
which full information cannot be made available prior to the calling of tenders and letting of a contract. A
provisional sum includes labour, materials and all costs and margins.
Allow the following Provisional Sums:

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PART II CONTRACTOR’S WORK SCHEDULES

IN ALL CASES BELOW THE LOCATION OF AND SIZE OF OPENINGS IN EACH CASE IS TO BE
DISCUSSED ON SITE WITH THE SUPERINTENDENT BEFORE STARTING WORK.

SCHEDULE OF CONTRACTOR’S WORK ITEMS - MECHANICAL SERVICES

Provide for the Mechanical Services Contractor:

1. Clear openings through the building structure for passage of ductwork, pipes etc., and openings in
doors or walls for the passage of return and relief air.
2. Access openings in ceilings, bulkheads, walls and at other positions as required for adjustment and
access by Mechanical Services Sub-Contractor.
3. Cutting, patching, framing up, furring in and making good associated with the building structure for
the passage of pipes, ductwork, grilles, etc. Details will be supplied by the Mechanical Services
Sub-Contractor.
4. Supply and installation of door grilles, as nominated or required by Mechanical Services
Sub-Contractor.
5. Supply and installation air intake and discharge louvres complete with bird screens if required.
6. Sealing air-tight of ceilings plenums where used for passage of return air.
7. Penetrations through roof and walls, including flashings, collars etc.
8. Provision of temporary lighting, 415/240V power, gas, water and other services required for the
installation and testing of the Mechanical Services.
9. Provision of hot water outlets and connection pipe tails to outlets. The Mechanical Services
Sub-Contractor will provide hot water piping terminating in tails adjacent to outlets.

SCHEDULE OF CONTRACTOR’S WORK - ELECTRICAL SERVICES

Provide for the Electrical Services Contractor:

1. Provision of temporary lighting, 415/240V power and other services as required for the installation
and testing of the Electrical Services.
2. Slab penetrations for floor-mounted GPOs, telephone outlets, etc.
3. Chasing and making good for conduit access for skirting wiring duct, GPOs, switches etc.
4. Supply and installation of access openings where required.
5. Provision of electrical and telephone riser cupboards and floor penetrations.
6. Provision of sign writing to Main Switchroom, Distribution Board and Telstra Cupboards, etc.
7. Provision of openings for luminaries to sizes required by the Electrician.

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SCHEDULE OF CONTRACTOR‘S WORK - HYDRAULIC SERVICES

Provide for the Hydraulics Contractor:

1. Clear openings through building structure for passage of piping and fittings.
2. Access openings as required for hydraulic pipes
3. Access doors as required for sewer inspection points.
4. Trenching and back filling and making good of existing road works, for underground hydraulic works,
including gas
5. Signage for hose reel cupboards

SCHEDULES OF CONTRACTOR’S WORK - LIFTS (ELEVATORS)

Not Applicable

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SECTION 02050 DEMOLITION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Demolish in accordance with demolition drawings
Clean site thoroughly on completion

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Excavation and Fill, Electrical Distribution, Asbestos Removal, Piped Energy

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 2187 Explosives - storage, transport and use, There are 4 parts to this standard 1993-1999.
AS 2436 1981 Guide to noise control on construction, maintenance and demolition sites.
AS 2601 2001 Demolition of structures.
Public and Property Protection: Provide measures required by municipal and state ordinances, laws, and
regulations for the protection of surrounding property, footpaths, streets, kerbs, the public, occupants and
workmen during demolition operations. Comply with the above ordinances, laws etc. in carrying out
measures including barricades fences, warning lights and signs, rubbish chutes, etc.. No blasting for
demolition purposes will be permitted. Exercise due care in executing this work. Make good to original
condition, damage to structures to be retained and to adjacent property which results from demolition
operations. Perform restoration work without expense to the Principal. Pay fees in connection with this
trade.
Comply throughout with the current edition of the Building Code.

MATERIALS
Item
Material required to be demolished becomes the property of the Contractor. Remove it from the site.
Exceptions to this clause are as follows:
Supply equipment required to perform the work of sufficient capacity to meet the stated completion date.
Provide disposal containers for disposal required.

PREPARATION Inspect conditions at site before starting work

Before demolishing and removing parts of building having electrical wiring, gas and water pipes, conduit or
similar items embedded in them, notify the Superintendent and authorities having jurisdiction, and make
sure that these items are out of service and pipes have been discharged so that they can be removed
without danger. Arrange for a professional quality photographic record of demolition. Produce for the
Principal 10” x 8” (250 x 200mm) prints of “before and after” demolition of typical work involved in
demolition and surfaces of structures, street crossings, pavements etc..

ON-SITE ACTIONS Start of work means total acceptance of conditions

Burn no debris on the site. Shoring: Provide necessary shoring in accordance with Structural Engineering
instructions. Alter, adapt, and maintain temporary works as necessary, and strike or withdraw them
progressively as the work proceeds. Obtain the written consent of the Superintendent/Structural Engineer
if such works are to be left in position at the completion of the work.
Restore to original condition, without expense to the Principal, any damage to remaining construction
resulting from failure to provide adequate protection.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to the Principal a Warranty 5 years
and written variation orders. covering stability of remaining structure.

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 CT6953

SECTION 02150 ASBESTOS REMOVAL

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Identification, removal and safe disposal of materials containing asbestos fibres. Refer to drawings supplied
as part of the contract documents, including Appendix 16 – Asbestos Survey.
If no Asbestos register is included request copy of register from Superintendent prior to
commencement of any work on site.
Nominate material to be removed. Examine relevant documents for requirements which will affect the work
of this Section.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work.
A. Co-ordination: Co-ordinate with other trades affecting or affected by the work of this Section. Co-
operate as necessary to ensure steady and satisfactory progress of the work.
B. Unit prices: Submit with tender a Schedule of rates for work required to be done not identified at time
of tender. The Schedule of rates is required to reflect costs on a square metre rate for sheets or
panels to be removed and on a metre run basis for other work.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

Perform asbestos removal in accordance with:
A. National Code Practice for the Safe removal of Asbestos [NOHSC 2002 (1988)] www.nohsc.gov.au
– Publications.
B. ASBESTOS: CODE OF PRACTICE and GUIDANCE NOTES produced for WORK SAFE
AUSTRALIA (National Occupational Health and Safety Commission), published by Australian
Government Publishing Service, Canberra., telephone number 13 24 47.
C. Relevant State Government Department or State Statutory Authority, which has jurisdiction over the
work of this Section, and which is in force at the time of tendering.
D. Submit as and when required all of the reports and submissions required by the Statutory Authorities
referred to in Clause 104 above.
E. Submit the data required in CODE OF PRACTICE
F. Submit tenders conforming with documents referred to in Clause 104.
G. Provide notices to Statutory Authority which needs data relating to asbestos removal. Pay fees due
to any Statutory Authority which require, by law, fees to be paid.

PREPARATION Inspect conditions at site before starting work.

A. Prepare for asbestos removal in full accordance with the requirements of CODE OF PRACTICE.
B. Install Decontamination Facilities in a location agreed upon with the Superintendent and other
relevant Parties.
C. Install required Labelling and Warning signs. Refer Clause 204 above.
D. Remove from the work area items which may be damaged by the work of this Section.
E. Protect item of furniture, surface, equipment or plant which may be damaged or soiled during the
preparation for and action of asbestos removal. Be responsible for damage resulting from asbestos
removal actions, processes and other works.

ON-SITE ACTIONS Start of work means total acceptance of conditions.

A. Advise the Superintendent in advance of proposed removal methods.
B. Comply with the requirements of CODE OF PRACTICE and with the instructions of the authorised
Superintendent of the work.
Arrange with relevant local Authorities the identification of the place to which asbestos material is to be
taken from the demolition site. Comply with requirements of the Authorities.

CLEANING
Thoroughly clean areas in which work has been performed and those adjacent to the work area.
Remove and dispose of traces of the asbestos removal process, protective materials, etc.

COMPLETION
Complete contracted work in accordance with contract documents and written variation orders issued by
the Superintendent. Leave the site in a condition suitable for the work of other trades, in co-operation with
Superintendent and Contractor or Contractor.

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SECTION 02315 EXCAVATION AND FILL

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Prepare site, excavate for roads, paving, drains, pits, foundations, slabs. Remove trees and other
vegetation, including roots, where they prevent building work, paving, trenches etc.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Water Distribution, Sanitary Sewerage, Storm Drainage, Pavements, Concrete.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 2187 Explosives - storage, transport and use, There are 4 parts to this standard 1993-1999.
AS 1289 Methods of testing soils for engineering purposes, There are 74 parts to this standard 1991-
2001.
1289.5 2003 Soil compaction and density tests.
AS 3660 2000 Termite management, There are 3 parts (2000) and 2 supplements (1993) to this
standard..
AS 3798 1996 Guidelines on earthworks for commercial and residential developments.
AS/NZS 4200 1994 Pliable building membranes and underlays, There are 2 parts to this standard.
AS 4678 2002 Earth-retaining structures.
Comply with particular specifications in Building Regulations and/or Local Council publications.
Definitions:
Rock: natural or artificial material encountered in the excavation which cannot be removed until broken up
by mechanical means such as rippers, jack-hammers or percussion drills.
Rippable Rock: Means rock which can be removed by a single tine, “D9” ripper.
Non-Rippable Rock: Means all other rock. Other than Rock: other material encountered in excavation.
Sub-Grade: The natural ground below the excavations. Filling: A general term for material spread and
compacted over the sub-grade to make up levels to the underside of the base. Sub Base: Selected filling
spread and completed over sub-grade to compacted over sub-grade to make up levels to the underside of
the base. Base: A selected filling layer spread and compacted to form an acceptable working surface
directly under the building.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Item Description
Termite control Refer to Appendix 12 – Termite Control Schedule
Rock removal Refer to Geo Technical report and Engineers documentation and
make any necessary allowances
Filling Hardcore: 15to 40mm, 100 mm thick
Fine crushed rock: 5 to 15mm, 50mm thick
Sand: clean, salt free, 50mm thick
Waterproof membrane 0.2mm thick plastic film
Back filling Approved clean excavated inorganic material

PREPARATION Inspect conditions at site before starting work

Clear site under building and paving of plants, trees, rocks shown on plan.

ON-SITE ACTIONS Start of work means total acceptance of conditions

-Below slabs on ground : Hardcore
-Below footings, beams and other structural elements : Concrete of strength equal to the structural element,
minimum 15MPa. - In service trenches : 1:2:4 concrete/approved compacted pipe bedding material.
Excavation for strip footings and edge beams, paving, water and piped supply and drains, pits. Apply
termite protection as specified in Appendix 12 – Termite Control Schedule. Provide fill and compact in
150 mm layers, to 95% of maximum density, by vibrating or watering. Protect excavations from damage.
Maintain excavations free of water. Install waterproof membrane over sand. Seal laps. Take underlay in
walls to level of top of slab. Seal service pipes. Inspect and repair membrane before concrete pour.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 02510 WATER DISTRIBUTION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install pipes to distribute water from water main supply to each required outlet.
Supply and install pipes from hot water heater to each required outlet.
Apply for permits and pay required fees and charges to responsible authorities. Provide permits and
approval certificates to Contractor.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Sanitary Sewerage, Concrete, Carpentry, Plumbing fixtures and equipment.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1260 2002 PVC Pipes and fittings for drain, waste and vent applications.
AS 1432 2004 Copper tubes for plumbing, gasfitting and drainage applications.
AS/NZS 1477 1999 PVC pipes and fittings for pressure applications
AS 2492 1994 Cross-linked polyethylene (PE-X) pipe for hot and cold water applications
AS 3500 National plumbing and drainage code, There are 10 parts to this standard 1995-2000.
AS 3688 1994 Water supply - Copper and copper alloy body compression and capillary fittings and
threaded-end connectors
AS 4809 2003 Copper pipe and fittings – Installation and commissioning.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Hydraulics consultants documentation and Appendix 15 – Hydraulic Schedule

PREPARATION Inspect conditions at site before starting work

Prepare trenches and paths of pipes through structure.
Contractor to form cutouts of minimum size to take pipes. Not to be done by plumber.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Coordinate with others trades, connect supply pipes to fittings. Conceal where possible and discuss
concealment with designer. Ensure correct pipe sizes and connect with complete seal. Jointing of pipes:
On manufacturer’s advice, select from: Capillary, brazed, compression, pushfit, solvent-welded. Chrome
plating : all exposed pipes. Provide “as built” drawings to Superintendents showing actual dimensions and
locations of pipes. Cover no pipes until local authority has issued certificate. Protect installation until
completion of project.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 02530 SANITARY SEWERAGE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install a complete system of sewer drains to discharge sewage waste to the authority’s sewer
main, or to on-site septic tank.
Apply for permits and pay required fees and charges to responsible authorities. Provide permits and
approval certificates to Contractor.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Excavation. Water distribution Concrete, Floor Construction, Wall Construction.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1260 2002 PVCU pipes and fittings for drain, waste and vent applications
AS 2032 1977 Code of practice for installation of UPVC pipe systems
AS 3500 National Plumbing and Drainage code, 3500.2 1996 Sanitary plumbing and drainage.
There is a new amendment to AS 3500.5 2000 Domestic installations.
AS/NZS 4494 1998 Discharge of commercial and industrial liquid waste to sewer - General performance
requirements.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Item Description
Sewer drain pipes UPVC Sewer grade with solvent joints
Concrete for pits etc. 20MPa
Pit covers Cast iron or galv. pressed metal
Septic tanks

Refer to Appendix 10 – Fixtures & Fittings Schedule

PREPARATION Inspect conditions at site before starting work

Preparation by Excavation and Fill contractor. Provide a design for installation of sanitary sewerage prior
to construction.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Form straight and true trenches, maintain size and keep free of water. Bottoms of trenches to provide
constant fall. Lay pipes 600mm clear of walls. Connect sanitary fittings to sewer pipes with permanently
secure joints. Comply throughout with requirements of local Council and/ or Authority. Backfill only after
inspection.

COMPLETION WARRANTY Period

Complete work in accordance with instructions and Provide to Principal a Warranty covering 5 years
written variation orders. satisfactory performance of the complete
installation.

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SECTION 02550 PIPED ENERGY DISTRIBUTION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Connection to supply main pipe or to onsite gas tank, distribution material, fittings valves and gasfueled
water and air heaters, cooking equipment etc.
Apply for permits and pay required fees and charges to responsible authorities. Provide permits and
approval certificates to Contractor.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Sanitary Sewerage, Concrete, Carpentry, Plumbing fixtures and equipment.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1260 2002 PVC Pipes and fittings for drain, waste and vent applications.
AS 1432 1996 Copper tubes for plumbing, gasfitting and drainage applications.
AS 1464 Plastic pipes and fittings for gas reticulation (UPVC)
There are 2 parts to this standard
AS 3500 National plumbing and drainage code. There are 10 parts to this standard, 1995-2000.
AS/NZS 4130 2003 Polyethylene (PE) pipes for pressure applications
AS 4809 2003 Copper pipe and fittings – Installation and commissioning.
AS 5601 2002 Gas Installation.
Comply with requirements of statutory authorities having jurisdiction.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to both Service Consultants and Architectural drawings.

Refer to Appendix 10 – Fixtures & Fittings Schedule

PREPARATION Inspect conditions at site before starting work

Prepare trenches and paths of pipes through structure. Contractor to form cutouts of minimum size to
take pipes. Not to be done by plumber.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Coordinate with others trades, connect supply pipes to fittings. Conceal where possible. Ensure correct
pipe sizes and connect with complete seal. Cover no pipes until local authority has issued approval
certificate. Protect installation until completion of project.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 02630 STORM DRAINAGE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and lay a complete system of site storm water drainage including agricultural drains, drains below
slabs and pavements, retaining wall drains, culverts, pits, frames, manhole covers.
Apply for permits and pay required fees and charges to responsible authorities. Provide permits and
approval certificates to Contractor.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Sanitary Sewerage, Concrete, Concrete Pavement, Masonry Pavers. Excavation & Fill, Bituminous
Concrete Pavement.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1379 1997 Specification and supply of concrete, plus 1 supplement.
AS 3500.3.1 1998 Stormwater drainage - Performance requirements.
AS 3500.3.2 1998 Stormwater drainage - Acceptable solutions.
There is a new amendment to AS 3500.5 2000 Domestic installations.
AS 3600 2001 Concrete structures
There is 1 supplement to this standard, 1994
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Item Description
A. Stormwater pipes Reinforced concrete
Un reinforced concrete
B. Stormwater pipes other Untested vitrified clay with rubber joints
UPVC stormwater grade pipes
Low density
C. Steel pipes Galvanised steel
D. Agricultural drains Aggregate
E. Culverts Concrete, metal or plastic
F. Pits Concrete, plastic
G. Manhole frames & covers Concrete, metal

PREPARATION Inspect conditions at site before starting work

Form straight and true trenches 600mm clear of walls, maintain sides, and free from water. Form
trenches and bedding to provide constant falls as approved by the local authorities. Prepare trenches and
paths of pipes through structure.
Contractor to form cutouts of minimum size to take pipes. Not to be done by plumber.
After inspection (and testing) where required, back-fill with material approved by Local Council Engineer
and Superintendent.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Ensure correct pipe sizes. Provide upstands to and connect to bottom of downpipes. Provide inspection
openings where authority requires(usually at 6 metre intervals), bends and junctions. Provide complete
seals at junctions and ends in accordance with manufacturers written instructions.
Arrange for inspection by local authority. When issued, back fill with material approved by authority.
Remove debris and clean areas beside excavation for drains.
Provide as built drawings of stormwater drainage layout

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 02740 BITUMINOUS CONCRETE PAVEMENT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Excavation, Preparation of sub-grade, base courses, laying and compaction, bituminous concrete
surfacing, lane marking.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work:
Excavation and fill, sanitary sewerage, storm drainage, concrete pavement, kerbs and gutters.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

AS 2150 1995 Hot mix asphalt.
AS 2758 Aggregates and rock for engineering purposes, There are 5 parts to this standard 1996-2000.
AS 2876 2000 Concrete kerbs and channels (gutters) - Manually or machine placed.
AS 4049 Paints and related materials - Road marking materials, There are 3 parts to this standard 1992-
1996. AUSROADS Supplies a range of technical bulletins. Where relevant, comply with standards of
pavement construction as available from State Road Construction authority.
Local councils pavement design standards
Comply throughout with the current edition of the Building Code.

MATERIALSTO BE USED

Comply with the material specification of the appropriate State Road Construction authority and Local
Councils pavement design standards. Such specifications define materials required for various classes of
load capacity.

Item Description
Crushed Rock
Base Course Refer to Engineers documentation
Aggregate
Bitumen
Cut Back Bitumen
Bitumen Emulsion
Tack Coat

Lane Marking
Local council will provide specification.

Equipment
Provide and employ equipment required for satisfactory completion of the work.

PREPARATION Inspect conditions at site before starting the work.

Ensure that suitable conditions exist at the time of start of work. Prevent delay in job schedule. Remove
surface material to required depth. Test compaction capacity of natural material. Fill soft spots with crushed
rock to required compaction. Shape to specified falls. Allow for installation by other trades of drainage and
other items.
Comply with Civil Engineer’s instructions.

ON SITE ACTIONS Start of work means total acceptance of conditions.

Installation of Base Course
See above or spread base course material in layers between 100 and 150mm thick. Compact to 100% of
standard maximum dry density with minimum 10 tonne roller. Employ a vibrating roller as necessary.
Maintain damp condition of material until seal is applied. Employ 15 tonne roller for final compaction.

Testing
Allow for three separate compaction density tests to be conducted in random locations by a NATA
approved testing organisation. Should tests prove unsatisfactory, repair the work and repeat tests to a
satisfactory result without cost to the Principal.

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Pavement Courses
Finish pavement courses consisting of layers of wet-mix crushed rock to smooth and uniform surfaces and
conform to the lines, grades and cross sections shown on the Drawings, within the following limits :
A. Level : The top of each pavement course : within 10 mm of level shown on Drawing.
B. Thickness : of the top course of the Wet Mix pavement : within the tolerance of +5, -10mm.
C. Shape : Finished surface of the pavement course: within 10mm either way from a 3 metre straight-
edge laid parallel to the centre line of the pavement or from a template placed at right angles to the
centre-line.

Prime Coat
Prime with cut back bitumen suitable for the surface of base material and prevailing weather conditions.
Apply in compliance with state authority specification.

Tack Coat
If required, apply tack coat to clean dry surface. Consulting Engineer will determine necessity for this item.
Apply in compliance with state authority specification.

Bituminous Concrete
Prepare adjacent surfaces such as longitudinal joints, kerbs, channels, headers, manholes, etc. with a thin
uniform tack coat. Install bituminous concrete with approved equipment in suitable climatic conditions. Form
straight and waterproof joints with even texture and density.
Compact without delay, and finish smooth and true to established grades.
Thoroughly compact areas around kerbs, channels, manholes to same density as other surfaces.
Thickness of bituminous concrete is not to vary more than 7mm from that indicated on Drawings.
Replace low or defective areas immediately by cutting out and replacing with fresh hot mix and compacting
to conform to surrounding areas. Entire area is to be free draining on completion.
The finished work is not to be less than 97% of laboratory tested specified density.

Lane Marking
Comply with local authority requirements regarding sizes of parking bays and traffic control.
Mark pavement surface as instructed. Comply with AS 4049.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 02769 TACTILE WARNING SURFACES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install tactile warning surface material.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete
Floor finishes
Tiles

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1428 Design for access and mobility.
There are 4 parts to this standard.
AS 1428.4 - 2002 Tactile ground surface indicators for the orientation of people with vision impairment.
AS 3553 1988 Adhesives for floor and wall applications - Resilient vinyl, linoleum and rubber sheet
and tiles - Interior and exterior use
AS/NZS 3661 Slip resistance of pedestrian surfaces
3661.1 1993 Requirements
3661.2 1994 Guide to the reduction of slip hazards
These above are superseded but are still available.
AS/NZS 4586 - 2004 Slip resistance classification of new pedestrian surfaces materials
AS/NZS 4663 - 2004 Slip resistance measurement of existing pedestrian surfaces
Comply also with instructions of manufacturers of materials to be installed.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Examine the surfaces to be treated. Ensure that flooring material is secure and clear.
Test the dryness of concrete in accordance with AS 1884, appendix A.
Install the first area of indicators. Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply throughout with manufacturers current written instructions.
Remove excess adhesive and guide lines from completed areas and tactile indicators.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 15 years
and written variation orders. complete installation that it will remain
waterproof and weathertight. Warranty to
include each roof penetration.

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SECTION 03305 WATERPROOF CONCRETE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install waterproof concrete, formwork, finishing where indicated.
Floor slabs, footings, pit floors and walls, retaining walls and other walls to be backfilled, exposed concrete
decks.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work.
Excavation and fill, Concrete wet area membrane, membrane, blockwork, brickwork.

MATERIALS AND METHODS

Note: This specification is found also in SpecPack Edition 21 and is reproduced here.
Waterproofing Concrete – Xypex Additive.

General
Location: To all concrete up to the floor level of the ground floor.
Proprietary item: The concrete waterproofing material shall be manufactured by Concrete Waterproofing
Manufacturing Pty Ltd trading as XYPEX Australia, and shall be of the cementitious crystalline type known
as "XYPEX Waterproofing by Crystallization".
Note: XYPEX crystalline products should not be considered to be flexible.
Storage: Store manufacturers sealed and labelled material containers off the ground in a dry enclosed
area at a minimum temperature of 70C. The shelf life is one year when stored under proper conditions.
Manufacturer’s warranty: On-site supervision, quality procedures, testing and all other requirements for
issuance of manufacturer’s warranty shall be complied with. Refer document “PROCEEDURE FOR
SUPERVISION OF XYPEX POURS” by XYPEX.

Dosage
By weight: Percentage dosage rates of XYPEX Admix C-1000NF / C-2000NF to the cementitious
(ordinary Portland cement [O.P.C.] and reactive pozzolana {eg; reactive fly ash}) content of the concrete.

Dosage rate must be between 0.8% and 1.0% by weight of cementitious (BWC) unless otherwise
specified.

Example; 230 kg O.P.C. and 75 kg Fly Ash, total cementitious = 305 kg.
Dose rate @ 0.8% = 2.44 kg and @ 1.0% = 3.05 kg.

Refer to XYPEX Dosage Chart for applicable number of bags to be dosed in regard to cementitious
content. Instances where this chart does not apply require that XYPEX Australia be contacted for
determination and advice.

Cement content: THE CEMENT (O.P.C.) CONTENT OF THE MIX IS NOT TO BE LESS THAN 10% BY
WEIGHT.

Special applications: Chemical storage and constant high water pressure applications should be referred
to Xypex Australia for suitable dose rates.

Batching & Mixing

Batching plant procedures, facilities and manpower will dictate the preferred / required batching technique.
For example it is anticipated that the method described for Central mix plants is not generally feasible in
Australian conditions.

Ready Mix Plant – Dry Batch Operation:

Prior to batching, add XYPEX Admix in powder form to the drum of the ready-mix truck. After batching,
mix the materials for 2-3 minutes to ensure the Admix is distributed evenly throughout the batch. (The
batch must be agitated at high speed to ensure thorough dispersion.) A minimum of 10 minutes must
elapse before discharge of the concrete. A further 1 minute of mixing at high speed immediately prior to
discharge is recommended.

Ready Mix Plant – Central Mix Operation:

Mix XYPEX Admix with water to form a thin slurry (e.g. 7.0 kg of powder mixed with
13.0 litres of water). Pour the required amount of material into the drum of the ready mixed truck. The

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aggregate, cement and water should be batched and mixed in the plant in accordance with standard
practices (taking into account the quantity of water that has already been placed in the ready mix truck).
Pour the concrete into the truck and mix for at least 5 minutes, to ensure even distribution of the XYPEX
Admix throughout the concrete.

Precast Batch Plant:

Add XYPEX Admix to the rock and sand, then mix thoroughly for 2 – 3 minutes before adding the cement
and water. The total concrete mass should be blended using standard practices.

NOTE: It is important to obtain a homogeneous mixture of XYPEX Admix with the concrete. Therefore, do
not add dry powder directly to wet concrete as this may cause clumping and thorough dispersion will not
occur. It is however suitable to add wet concrete to dry powder ensuring that thorough mixing is achieved
(as per Dry Batch Operation).

XYPEX soluble bags are most suited for use in the Dry Batch operation.

Maximum water cement ratio should not exceed 0.5. Requirements for higher water cement ratios must
be referred to XYPEX Australia.

The XYPEX Admix C-1000NF/ C-2000NF will act as a plasticiser and takes at least 10 minutes to become
fully activated and will last approximately 30 minutes after placement of concrete.

Extension of set time may occur when using XYPEX Admix C-1000NF / C-2000NF. Amount of extension
will depend on concrete mix design, temperatures and dosage rate of XYPEX. Care should be exercised
when other admixtures are being used, when mixed with XYPEX extended set times can result. This
category includes set retarders and may include water reducers, plasticisers etc.

Reinforcement
General: Shall be in accordance with the pertinent, current Australian Standards.

Concrete slabs: All reinforcement shall be "Rib deformed bar" or “welded wire fabric” (other than fitments)
and designed in accordance with Australian Standard AS 3600 – 1994.

Exposed concrete decks: Joint free exposed concrete decks must contain reinforcement to minimise
thermal movement, for which the content and placement of reinforcement steel required shall be sufficient
to satisfy the requirements of AS 3600 - 1994 Clause 9.4.3.4. Refer AS 3600 – 1994 Section 4 para 4.3
(EXPOSURE CLASSIFICATION) in its entirety.

Minimum steel: In the event that the requirements of AS 3600 –1994 be less than 1.0% (exposure
classification A1 or A2) reinforcement steel requirement will in no case be less than 1.0% applied
proportionately throughout the concrete and apportioned at not less than 0.5% on the top and 0.5% on the
bottom face of the concrete. (i.e.; 0.25% either direction at both faces). 1.0% equates to a degree of crack
control between moderate and strong as defined by AS 3600 - 1994 Clause 9.4.3.4.

Pre-stressing (Post Tensioning): Is to conform to the above standards and or other current pertinent
standard and requirements where applicable.

Compaction
Standard: Must comply with AS3600 – 1994, clause 19.1.3.
General: The concrete shall be compacted until the following conditions are attained;
Entrapped air is expelled,
Formwork is completely filled to the intended level,
All reinforcement, penetrations and the like are completely surrounded, and
The required properties of the concrete are achieved.
Finishing
Standard: Must comply with AS3600 – 1994, clause 19.1.4.
General: Finishing of the concrete shall include the process of "re-working" the surface of the concrete.
This will involve either power trowelling of the surface and or vigorous hand steel trowelling. Subsequent
to this finishing any desired finish can then be applied.
Alcohol: In hot weather (above 25°C) aliphatic alcohol must be used during placement and finishing to
control the early loss of bleed water, and which may also assist in the control of shrinkage.
Curing
Standard: Must comply with AS3600 – 1994, clause 19.1.5.

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General:
The concrete shall be cured in accordance with the above references, to enable the achievement of
maximum potential XYPEX crystalline growth.
Curing should begin immediately following the final set. The use of aliphatic alcohol does not take the
place of standard concrete curing practices.
In formed concrete, formwork provides good protection and curing for concrete, and should be left in place
for a period of seven (7) days, only exposed surfaces need to be kept moist.
Alternate Curing (Aus. Standards 3799): Curing compounds complying with the above and having
retention levels of 90% or more are a satisfactory curing agent for XYPEX Admix C-1000NF / C-2000NF
treated concrete.
Backfilling
Normal backfilling procedures, after curing of the concrete, may take place. If backfilling takes place
within seven (7) days after the initial set, the backfilling material must be moist so as not to draw moisture
from the concrete.
Applied Finishes
The crystalline formation of dendritic fibres will fill the pores and capillaries thus reducing the suction
characteristics of the concrete, therefore, an additional bonding system may be required for the adhesion
of applied finishes such as paint, epoxy, grout, cement parget coat, plaster, stucco or the like.
It shall be the responsibility of the installer of the applied finish to take whatever measures are necessary,
including testing, to ensure acceptance by or adhesion to the concrete surface.

WARRANTY
Manufacturer of Xypex Additive is required to provide a 20 year Warranty based on written approval of the
trained installer.

COMPLETION
Complete contract work in accordance with contract documents and written variation orders issued by the
Superintendent.

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SECTION 03310 CONCRETE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install termite control, concrete, reinforcing steel, formwork, for strip footings, floor slabs,
paving, pits, curbs etc.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Excavation & Fill, Storm Drainage, Sanitary Sewerage, Pavements, Concrete screeds.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

Cement and Concrete Assoc.: CCA T49 2003 Guide to residential floors.
SAA HB64 2002 Guide to concrete construction.
SAA HB71 2002 Reinforced concrete design in accordance with AS 3600 2001.
AS 1012 Methods of testing concrete, There are 21 parts to this standard, 1991-2000.
AS 1379 1997 Specification and supply of concrete
There is 1 supplement to this standard, 1997
AS 2870 1996 Residential slabs and footings, plus 1 supplement. Plus 4 amendments.
AS 2876 2000 Concrete kerbs and channels (gutters) - Manually or machine placed
AS 3600 2001 Concrete structures, plus 1 supplement.
AS 3610 1995 Formwork for concrete, plus 2 supplements 1995-1996.
AS 3727 1993 Guide to residential pavements.
AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials.
AS/NZS 4671 2001 Steel reinforcing materials.
CCA T49-2003 Guide to Residential Floors
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Engineers documentation.

Item Description
Formwork Timber, steel, or manufactured formwork
1. Highest quality finish
2. Good quality
3. To be painted
4. To be rendered or concealed
5. For footings or in ground
Reinforcing steel: Clean, no mud, oil or rust. Provide bar chairs
Waterproofing membrane: 0.2mm thick plastic premium quality
Concrete If none stated by Engineer strength to be 25MPA at 28 days.
Use no additives without authority
Termite control Refer to 02315 EXCAVATION AND FILL and Appendix 12 - Termite
Control Schedule

PREPARATION Inspect conditions at site before starting work

Prepare surfaces to receive concrete smooth, clean & stable under concrete load.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Arrange for installation of pipes, cables, conduits etc.. Over prepared surface, install WP membrane.
Place reinforcement, secure in place & prevent movement during pour, maintain required concrete cover.
Comply with structural engineer’s requirements for joints, splices etc. of reinforcement.
Finish exposed floor surfaces: broom, steel trowel, other. Provide setdowns for concrete screeds.
Provide fall to outlets, Architectural drawings for details. Cure finished slabs for 5 days with plastic film
secured in place. Use packing sand for curing concrete paving. Keep damp for 5 days. Slump Tests:
Provide and pay for slump test reports: one on first batch and one for every 15 cubic meters of concrete
delivered thereafter. Tests and rejection criteria in accordance with AS 3600. Vibrate concrete to achieve
compaction. Do not “travel” vibrators. Strip formwork in accordance with Table in AS 3610 “Minimum
Stripping Times”. Exposed concrete edges to be free from all imperfections, membrane ripples, air
pockets, honeycombing etc. Substandard surface finishes shall be cement rendered/made good to
Superintendents &/or Principals satisfaction at no cost to Principal.

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COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 28 days
and written variation orders. satisfactory performance of the complete
installation, and required strength at 28
days

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SECTION 03365 COLOURED CONCRETE FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Refer Finishes Schedule. Supply and install materials specified below for colouring, polishing, painting of
concrete floors.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work:
Concrete, concrete screeds.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

SAA HB64 2002 Guide to concrete construction, Chapter 8, Part 2 Finishing concrete flat work provides
full descriptions of methods of finishing concrete floors
SAA HB71 2002 Reinforced concrete design in accordance with AS 3600 2001.
AS 1379 1997 Specification and supply of concrete, plus 1 supplement.
AS 2870 1996 Residential slabs and footings, plus 1 supplement.
AS/NZS 3661 Slip resistance of pedestrian surfaces, There are 2 parts to this standard 1993-1994. (Re
surfacing)
AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Item Description
Concrete If none stated in Engineers documentation then N25 (25 MPa)
recommended for polished concrete. 80mm slump mix
Dry shake topping 1 part cement
0.06 to 0.1 part oxide pigment
2 parts clean sharp sand
Chemical curing compounds not recommended

Refer to Appendix 8 – General & Trade Schedule and Appendix 11 – Joinery Schedule
Deliver materials properly packaged to the site in original, unopened containers with grade, type and
quality indicated on the labels. Store and protect materials raised above floor and kept dry until ready for
use.

PREPARATION Inspect conditions at site before starting work

Prepare to apply finishing treatment at the agreed upon time arranged with the Superintendent.
Of the type chosen from the 3 types below, prepare a sample of 3 square metres. Stop. When approved
by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions.

Dry Pigment Colour

The finish is to be achieved in the following sequence:
A. Apply wood float finish to poured concrete floor to desired smoothness
B. Apply dry-shake mix to concrete surface. Repeat this if a variety of coloured pigment is to be
obtained. Match sample approved by Superintendent.
C. Machine float. “Helicopter” machine worked over the coloured concrete to required density and
smoothness to match approved sample.
D. Curing - membrane method. Maintain damp for seven days. Cure to AS - HB 64 chapter 9, clause
3.2.2.

Procedure for grinding and polishing new and old concrete

Ensure that new concrete is cured and hard enough. (NOTE : IF OLD CONCRETE HAS A WEAK
CEMENT RATIO, IT TENDS TO TEAR OUT THE MATRIX WHEN GRINDING. THIS LEAVES A ROUGH
FINISH WITH AGGREGATES PROUD.)
A. Grind concrete with 60 grit diamonds to expose aggregates. Grind to a honed finish, using in
stages, 36 - 60 and 120 grit to erase scratches left by diamond cutting.
B. Thoroughly clean the surface free from slurry, grindings, grit etc.

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C. If concrete is porous or has holes or voids, grout with neat cement or approved equivalent, taking
care to fill slightly above the surface by machine or by hand. May need to be redone if grout shrinks
as it sets.
D. Next day, or sooner if grout is hard enough, polish off with 120 grit or 220 grit stone finish,
depending on what is required.
E. Thoroughly wash and clean the surface.
F. Dry the surface to accept sealer. Check with sealer manufacturer regarding how dry the surface
should be. If sealer is not dry enough, milky patches will appear after sealer is applied.
G. Seal with approved proprietary-type, clear sealer
1. Water-based, epoxy/acrylic sealer.
2. Solvent-based acrylic sealer.
3. Two pack polyurethane sealer.
H. When sealer is hard enough, buff sealer if required

Application of liquid colour finish

A. Apply one or more coats by brush, roller or spraying with either:
1. Epoxy resin.
2. Solvent-based acrylic sealer.
3. Colour primer coat, then two pack polyurethane sealer.
B. Leave to cure for 24 hours or more if necessary.
C. Buff the surface to remove any overspray or dust or pimples, then apply 2 or more coats of clear
sealer. Buff for a higher gloss finish.

Protection
Protect the surface of the floor from damage until completion of the building by laying hardboard panels or
other suitable material over the entire surface.

Paint
Test the finished concrete for moisture content. Refer to the paint supplier for acceptable moisture
content before applying paint. Apply paint to manufacturer’s instructions and to Superintendent’s
approval.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 03530 CONCRETE SCREEDS (GRANOLITHIC)

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install concrete screeds on a prepared base, with coves, risers, kerbs, margins, pit covers etc.
Screeding, curing and protection.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete, sanitary sewerage, drainer, wall construction trades, ceramic tile.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB71 2002 Reinforced concrete design in accordance with AS 3600 2001.
AS 1379 1997 Specification and supply of concrete, plus 1 supplement 1997.
AS/NZS 3661 Slip resistance of pedestrian surfaces, There are 2 parts to this standard, 1993-1994.
AS 3740 2004 Waterproofing of wet areas within residential buildings
AS 3972 1997 Portland and blended cements.
AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Item Description
A. Cement Portland cement, comply with AS 3972
B. Stone (granolithic screeds) Clean granite screenings of maximum size 6mm
C. Stone dust (protective Clean bluestone fines of maximum size 4mm
screeds)
D. Sand Washed, sieved, sharp sand, passing a No.16 (1.19mm) sieve
E. Aggregate for screeds Dense aggregate graded as follows:
Passing 4.75mm sieve 80%
Passing 6.00mm sieve 90%
F. Water Clean drinking quality
G. Mesh Galvanised welded wire fabric. Minimum 2.5mm diameter
Wires at 100mm each way
H. Pigments Compatible with other components
I. Floor joint sealant Polyurethane, 2 part, self levelling
Colour:

PREPARATION Inspect conditions at site before starting work

Clean so that no mortar, honeycombing cavities, oil, dust, exist. Roughen the surface as necessary to
form key for granolithic.
A. Mix screeds with minimum water to produce screed material that is workable and will consolidate
uniformly. The proportion will depend on the sand in use and is found by practical trial. Minimise
random variations once the proportions are established. Carefully control water quantity.
B. Granolithic finish mix: 1 part cement, 2 parts stone, 1 part sand.
C. Protective screed mix: 20 MPa concrete with maximum aggregate size of 6mm.
D. Batching by shovelful is not allowed. Batch by weight only. Add pigment as instructed by
manufacturer to a sample colour approved by the Superintendent.

Install a sample of 3 square metres. Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

A. Dense screeds: thickness of not less than 35mm, except 25mm at outlets. Reinforce with steel
mesh.
B. Protective screeds: 50mm thick parallel to substrate. Reinforce with light galvanised steel mesh.
Provide control joints 3 metres apart maximum, each 8mm wide. Dust on and trowel in bluestone
fines. Install joint sealant to manufacturer’s instructions.
C. Setdowns: for screeds to receive other finishes, consult with other sub-contractors for those finishes
to determine the setdown required.
D. Walls and upstands: finish at junction with walls and upstands with galvanised wire mesh and
50mm radius cove

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COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 1 year
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 04210 BRICKWORK

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply labour and install materials. Build in miscellaneous materials (flashing, wall ties, dampproof
course, anchors etc.)
Include staging, scaffolding & cleaning.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete. Structural Steel. Wall Framing. Doors & Windows.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB33 1992 Domestic open fireplaces.
AS 1316 2003 Masonry cement
AS/NZS 1576 Scaffolding
There are 6 parts to this standard, 1991 – 2000
AS 1617 Refractory bricks and shapes
AS/NZS 2904 1995 Damp-proof courses and flashings.
AS 3700 2001 Masonry structures, plus 1 supplement 1999.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

Provide solid core brick or solid fill at ALL openings

Item Description
Mortar 6 parts sand, 1 part cement, 1 part lime
Reinforcement Galvanised mesh
Wall ties Provide to standard and to Engineers documentation
Damp proof course Provide as required
Expansion (control) joints Refer to Engineers documentation and Architectural drawings
Lintels Refer to Engineers documentation and see Schedule below

PREPARATION Inspect conditions at site before starting work

Review work with other trades, piping, ducts etc. Clean base before laying masonry. Set doors &
windows plumb and brace. Construct a sample wall of 3 square metres. Stop. When approved by
Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Machine mix. Mortar life: 2 Hours. Joints: tooled, struck, recessed, other. Weep holes at 1200mm
centres.
Bonding: Stretcher bond, Bed joints: 10mm. Install DPC, wall ties, reinforcement, flashing to AS 3700.
Install ties to anchor masonry to structure, doors, windows etc. Remove mortar from wall ties in cavity
walls at the end of each day. Construction joints @ max. 6000mm centre. Clean with 5% hydrochloric
acid to face work. Bagged finish on completion same material as for mortar.

External openings LINTELS in Brickwalls or Blockwalls Internal openings

SPAN SIZE END BEARINGS SPAN SIZE
up to 950mm 74 x 10 flat 150mm up to 950mm 74 x 10 flat
950 to 1200 76x76x10L 200mm 950 to 1200 75x12 flat
1200 to 1650 102x76x10L 230mm 1200 to 1650 102x76x10L
1650 to 2400 127x76x10L 230mm 1650 to 2400 127x76x10L
2400 to 3000 152x89x10L 230mm 2400 to 3000 152x89x10L
Hot dip galvanise lintels in external openings.

COMPLETION WARRANTY Period

Complete work in accordance with instructions N/A
and written variation orders.

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SECTION 04220 BLOCKWORK

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply labour and install materials. Build in miscellaneous materials (flashing, wall ties, dampproof
course, anchors etc.)
Include staging, scaffolding & cleaning.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete. Structural Steel. Wall Framing. Doors & Windows.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1316 2003 Masonry cement
AS/NZS 1576 Scaffolding There are 6 parts to this standard, 1991 - 2000
AS/NZS 2699 2000 Built-in components for masonry construction There are 3 parts to this standard
AS/NZS 2904 1995 Damp-proof courses and flashings.
AS 3700 2001 Masonry structures, plus 1 supplement 1999.
AS/NZS 4455 1997 Masonry units and segmental pavers.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED
Refer to Appendix 8 - General & Trade Schedule
Provide solid core block or solid fill at ALL openings

Item Description
Mortar 6 parts sand, 1 part cement, 1 part lime
Reinforcement Galvanised mesh
Wall ties Provide to standard and to Engineers documentation
Damp proof course Provide as required
Expansion (control) joints Refer to Engineers documentation and Architectural drawings
Lintels Refer to Engineers documentation and see Schedule below
Masonry Expansion Ties 03) 9429 6022

PREPARATION Inspect conditions at site before starting work

Review work with other trades, piping, ducts etc. Clean base before laying masonry. Set doors &
windows plumb and brace. Construct a sample wall of 3 square metres. Stop. When approved by
Superintendent continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Machine mix. Mortar life: 2 Hours. Joints: tooled, struck, recessed, other. Weep holes at 1200mm
centres.
Bonding: Stretcher bond, : Bed joints: 10mm. Install DPC, wall ties reinforcement, flashing to AS 3700.
Install ties to anchor masonry to structure, doors, windows etc. Remove mortar from wall ties in cavity
walls at the end of each day. Construction joints at max. 6000mm centre. Clean with 5% hydrochloric
acid to face work. Bagged finish on completion same material as for mortar. Chasing walls: not more
than 1/3 wall thickness for conduits etc.

External openings LINTELS in Brickwalls or Blockwalls Internal openings

SPAN SIZE END BEARINGS SPAN SIZE
up to 950mm 74 x 10 flat 150mm up to 950mm 74 x 10 flat
950 to 1200 76x76x10L 200mm 950 to 1200 75x12 flat
1200 to 1650 102x76x10L 230mm 1200 to 1650 102x76x10L
1650 to 2400 127x76x10L 230mm 1650 to 2400 127x76x10L
2400 to 3000 152x89x10L 230mm 2400 to 3000 152x89x10L
Hot dip galvanise lintels in external openings.

COMPLETION WARRANTY Period

Complete work in accordance with instructions N/A
and written variation orders.

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SECTION 05100 STRUCTURAL STEEL

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply, fabricate apply surface treatment, anchor bolts and other attachments, field welding, permanent
grouting.
Submit shop drawings to Superintendent to gain approval by engineer.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete, Wall Construction, Roof construction, Painting.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB48 1999 Steel structures design handbook.
AS/NZS 1554 Structural steel welding, There are 6 parts to this standard 1994-2004.
AS 1627 Metal Finishing - Preparation and pretreatment of surfaces, There are 6 parts to this standard,
1997-2003.
AS 4100 1998 Steel structures, plus 1 supplement 1999.
AS/NZS 4680 1999 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Engineers documentation and Appendix 8 – General & Trade Schedule and Appendix 11 –
Joinery Schedule
Item Description
Finish A Wire brush, de-scale. Hot-dip galv. before delivery. Bolts,
cleats, brackets etc treated as for steel
Finish B Zinc finish. Sand blast class 2½ then apply coat of inorganic
zinc silicate 100 microns thick

PREPARATION Inspect conditions at site before starting work

Produce shop drawings and gain approval from Engineer prior to manufacture. Advise Structural
Engineer when fabrications may be inspected before delivery. Steel components bent or buckled before
erection may be rejected.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Provide holding down bolts to concretor for building in. Comply with Structural Engineer Instructions.
Erect plumb and secure in place. Erect so that components can be fixed without distortion. Provide
temporary bracing against wind and other stresses. Weld in accordance with AS 1554. Advise Engineer
when erected steel is ready for inspection. Adjust as required. Grout under base plates in high strength
mortar. Touch up steel with zinc-rich paint after installation.

COMPLETION WARRANTY Period

Complete work in accordance with instructions N/A
and written variation orders.

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SECTION 05400 COLD FORMED METAL FRAMING (LOAD BEARING)

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Design, engineer, supply and install cold formed metal framing:
Load bearing or non - load bearing wall framing. Load bearing roof framing. Miscellaneous framing.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Floor construction trades, windows and door installation, internal and external finishing trades.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1170 Minimum design loads on structures (known as the SAA Loading Code), There are 4 parts and 4
supplements to this code, 1990-2003.
AS 3623 1993 Domestic metal framing.
AS/NZS 4600 1996 Cold-formed steel structures, plus 1 supplement 1998.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Engineers documentation

Design, engineer & fabricate by an approved fabricator in the workshop before delivery to the site
Commission supplier to design the framing member sizes, schedule and supply frame.
Fabrication - Form junctions so that no fixing, such as pins, screws, pressure indentations and the like are
visible on exposed faces not to be covered.
Show on Shop Drawings fixings which will be exposed.
Cut edges, drill holes, rivet joints and clean flat sheets, neat, free from burrs and indentations.
Remove sharp edges without excessive deformation.
Fit mitred joints accurately to a fine hairline.
Pre-assemble and match mark before delivery.

PREPARATION Inspect conditions at site before starting work

Prepare surfaces to receive framing. Install inert isolating material such as from a roll of black flashing
strip to isolate metal from mortar, concrete, plaster, masonry or other metals.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Install frame anchorage at spacing required by frame manufacturer. Install metal framing and connect the
parts together as indicated by manufacturer. Touch up damage surfaces with zinc rich paint. Prepare
frame for installation of other trades.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 20 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 05510 METAL STAIRS & LADDERS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Design engineer supply and install metal stairs and handrails including stringers, treads, risers handrails
and balustrades, landings, finishing, fabricated spiral stairs, fixed ladders.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Floor and wall framing, masonry, concrete, metalwork, painting, floor finishes.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1554 Structural Steel Welding, There are 6 parts to this standard, 1994-2004.
AS 1657 1992 Fixed platforms, walkways, stairways and ladders.
AS 1664 1997 Aluminium structures, There are 2 parts and 2 supplements to this standard.
AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications.
AS/NZS 4680 1999 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles.
Comply throughout with the current edition of the Building Code

MATERIALS TO BE USED

Refer to Engineers documentation, Architectural Drawings and Appendix 8 – General & Trade Schedule
and Appendix 11 – Joinery Schedule
Item Description
FINISH A. Hot-dip galvanised
B. Pretreatment and polyester powdercoat
C. Sandblast class 2½ and inorganic zinc silicate paint

PREPARATION Inspect conditions at site before starting work

Prepare surfaces to which stairs are to be fixed. Install anchor or holding down bolts. Weld steel items and
grind smooth. Provide smooth finishes to exposed surfaces with sharp well-defined lines and arrises. Mill
to a close fit machined joints. Design necessary lugs, brackets and similar items so that work can be
assembled and installed in a neat, substantial manner. Provide holes and connections as required to
accommodate the work of other trades and for site assembly of metalwork. Drill or punch and ream in the
shop.
Fasteners : Provide required bolts, screws, inserts, fasteners, templates and other accessories required for
a complete installation. Co-ordinate with other trades as to the proper fastening systems suitable for the
substrates to which the item is to be secured. Refer to Superintendent if in doubt. Fasten galvanised items
with galvanised fasteners.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Measure at site before manufacture. Fixing: Base plates to concrete with expanding masonry anchorage
fixings. Base Plates to timber with coach screws. Tubular Handrails: Provide to situations shown on
detail drawings, tubular handrails of the sections indicated, neatly stop ended, fixed to handrail posts by
retractable pins. Installation: Assemble treads, handrail and stair components in the position indicated or
the stairwell provided. Join mechanically on site without site welding. Adjust to suit floor to floor heights
with factory cut spacers only. Ensure every surface is smooth with no fixings which could damage hands.

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SECTION 05580 ARCHITECTURAL METALWORK & WHITEGOODS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install metalwork items shown on the schedule.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Carpentry, Electrical Installation, Gas Installation.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1554 Structural steel welding, There are 6 parts to this standard 1994-2004.
AS 1627 Metal finishing - Preparation and pre-treatment of surfaces, There are 6 parts to this standard,
1997-2003.
1627.5 2003 Pickling
AS/NZS 1664 1997 Aluminium structures, There are 2 parts and 2 supplements to this standard.
AS/NZS 1841 Portable fire extinguishers: Part 1 1997 General requirements, Part 2 1997 Specific…..
water type, Part 3 1997 Specific….. wet chemical type, Part 4 1997 Specific….. foam type, Part 5 1997
Specific….. powder type, Part 6 1997 Specific…..carbon dioxide type, Part 7 1997 Specific….. vaporising-
liquid type, Part 8 1997 Specific….. non-rechargeable type. Amended 2003
AS/NZS 4680 1999 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles.
AS/NZS 4353 1995 Portable fire extinguishers - Aerosol type.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 10 - Fixtures & Fittings Schedule.

PREPARATION Inspect conditions at site before starting work

Field measurements: Do not delay job progress. Allow for adjustments and fitting of the work in the field
where taking of measurements might cause delay.
Provide smooth finishes to exposed surfaces with sharp well-defined lines and arrises. Mill to a close fit
machined joints. Design necessary lugs, brackets and similar items so that work can be assembled and
installed in a neat, substantial manner.
Provide holes and connections as required to accommodate the work of other trades and for site assembly
of metalwork. Drill or punch and ream in the shop.
Fasteners : Provide required bolts, screws, inserts, fasteners, templates and other accessories required for
a complete installation. Co-ordinate with other trades as to the proper fastening systems suitable for the
substrates to which the item is to be secured. Refer to Superintendent if in doubt.
Fasten galvanised items with galvanised fasteners.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Inspect fabrication on arrival at site. Do not repair on site. Replace damage items. Install each item by
bolting or screwing to structural elements of building. Locate anchorages accurately and ensure secure
installation. Do not cut metal on site. Remove weld spatter and touch up with zinc rich paint immediately.
Protect work until project completion.
Install whitegoods and similar items in accordance with Manufacturer’s instructions.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 20 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 06100 CARPENTRY

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply & erect framing both structural and substructural. Include floor panels, wall cladding, roof
framings, incidental framing. Refer Schedule on following.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete, Brickwork, Wall Lining, Plumbing, Electrical, Insulation, Painting, Fibre cement products,
Architectural metal work & White goo9ds, toilet & similar Compartments.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB44 1993 Guide to AS 1684 1999 The National Timber Framing Code, plus 4 supplements 1995.
AS 1684 1999 National Timber Framing Code, Current Edition.
1684.2 Non-cyclonic areas
1684.3 Cyclonic area
1684.4 Simplified-non-cyclonic areas
AS 1720 Timber structures, There are 3 parts to this standard, 1990-1997.
AS 1860 1998 Installation of particleboard flooring.
AS 4055 1992 Wind loads for housing.
Comply with recommendations of the National Assoc. of Forest Industries Technical bulletins.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Engineers documentation and Appendix 8 – General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Store timber on site above ground, flat and horizontal. Protect from rain, damage and other material.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with National framing code.
Review drawings when erecting framing and provide additional framing at every location where extra
loads will be applied to finished walls.
Perform operations including grooving, rebating, framing, housing, beading, mitring, scribing, nailing,
screwing and gluing as necessary to carry out the works. Use timber in single lengths whenever possible.
If joins are necessary, make them over supports unless otherwise shown or specified.
Arris visible edges in sawn work and in dressed work arris with sandpaper to 1.5mm radius unless otherwise
shown or specified.
Back plough boards liable to warping (for example, if exposed on one face). Make the width, depth number
and distribution of ploughs appropriate to the dimensions of the board and the degree of its exposure.
Provide necessary templates, linings, blocks, stops, ironwork and hardware, screws, bolts, plugs and fixings
generally.
Trim framing where necessary for openings, including those required by other trades.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 06165 FIBRE CEMENT PRODUCTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install fibre cement and associated equipment and fixing to:
Wall linings internal, ceiling linings internal, fire-rated walls, external cladding, wet area wall lining, eaves
lining, fascias, partitions, wet area flooring, underlays, external decks, lattice, bracing panels, ceramic
faced panels, fibre cement pipe columns.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Wall Framing, Ceiling Framing, External Decks, Plumbing, Electrical.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 2329 1999 Mastic adhesives for fixing wallboards.
AS/NZS 2908 2000 Cellulose-cement products, 2908.2 2000 Flat sheet.
Relevant Technical Bulletins and published instructions produced by manufacturer. Comply with
requirements of relevant Statutory Authorities, and Building Code.
Comply throughout with the current edition of the Building Code

MATERIALS TO BE USED

Refer to Appendix 8 – General & Trade Schedule

Supply all those required for each application

PREPARATION Inspect conditions at site before starting work

Tradesmen with wide experience and knowledgeable in this class of work to undertake the work.
Co-ordinate with other trades prior to commencement of work and arrange for fixing grounds required for
satisfactory execution of the work of this trade including penetrations.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with the manufacturer's installation instructions. Take care of and protect surrounding work,
including other finishes, equipment and components, during installation. Provide protective covering where
necessary.
Finish joints and secure fasteners in accordance to manufactures specification. Remove surface defects to
achieve uniform appearance of each type of installation. Make good damage in every respect at no
additional cost to the Principal.
Clean exposed surfaces including trim, edge mouldings, and comply with manufacturer's instructions for
cleaning and touch-up of minor finish damage.
Remove spatterings, droppings and surplus material.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 06400 JOINERY (SITE BUILT)

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
The work of this section covers the supply and installation of site built joinery items. It includes:
Service cupboards, wardrobes, coat cupboards, benches, shelves, rails, stairs, handrails, architraves,
skirting, pelmets.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Floor, wall and ceiling construction. Window and door installations, finishing trades, electrical.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1859 Reconstituted wood-based panels, 1859.1 2004 Particleboard, 1859.2 2004 MDF, There
are 2 other parts to this standard plus amendments, 1996-2004.
AS 2754 Adhesives for timber and timber products, 2754.3 1988 Adhesives for non-structural
applications, There are 2 other parts to this standard 1985-1991.
AS 2796 1999 Timber - Hardwood - Sawn and milled products, There are 3 parts to this standard, 1999.
AS/NZS 4785 Timber - Softwood- Sawn & milled products
There are 3 parts to this standard,
4785.1 2002 Product specification
4785.2 2002 Grade description
4785.3 2002 Timber for furniture components
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to trades sections in Appendix 8 - General & Trade Schedule and architectural drawings

PREPARATION Inspect conditions at site before starting work

Construct a sample installation of door frame and door, bench, shelves, architraves and other trim. Stop.
When approved by Superintendent, complete remaining work.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Provide necessary anchoring devices. Use concealed shims to install work plumb, level, straight and
distortion free within the following tolerances:
− 1mm in 800mm for plumb and level.
− 0.5mm maximum offsets in flush adjoining surfaces.
− 0 2mm maximum offsets in revealed adjoining surfaces.
Scribe and cut to fit adjoining work; refinish cut surfaces or repair damaged finishes at cuts.

Secure joinery with anchors or blocking built-in or directly attached to substrates. Secure to grounds,
stripping and blocking with countersunk, concealed fasteners and blind nailing as required to complete the
installation. Except where pre-finished matching fastener heads are required, use fine finishing nails,
countersunk and filled flush. Use a matching filler where a transparent finish is required. Install without
distortion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 07130 TANKING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install tanking to areas shown on Drawings plus preparatory and protective work and
associated materials including but not limited to the following: Waterproofing of garden containers etc.
Concrete and masonry patching and filling, membrane installation and surface protection.
Note: CHOOSE ONE OF THREE METHODS. See below.
COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Blockwork, brickwork, concrete, cement render.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

Current written instructions provided by tanking material manufacturer.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Engineers documentation, Documentation and Architectural drawings

PREPARATION Inspect conditions at site before starting work

Remove projections which could penetrate tanking membrane. Fill holes in surface to be tanked.
Employ subcontractors licensed by materials manufacturer.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Method A: Install tanking membrane or other material strictly in accordance with written instructions of
manufacturer. Make no variation without the manufacturer's written order, but then, only after
the Superintendent has given his approval. Execute seals around penetrations, upstands, etc.
as instructed by the manufacturer. Install the complete sheet membrane tanking in compliance
with the manufacturer's instructions. Apply protective board over membrane on outside of
tanked walls.
Method B: Apply three coats of natural asphalt in accordance with the manufacturer's instructions. Finish
with protective board.
Method C: Apply two coats of aqueous bitumen in accordance with the manufacturer's instructions.
Protect with scratch coat and finishing coat of cement render.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 15
and written variation orders. satisfactory performance of the complete years
installation.

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 CT6953

SECTION 07140 WET AREA MEMBRANE

SCOPE OF WORK
Refer Waterproofing Schedule and drawings.
Typically to floors and walls of wet areas: Including bathrooms, ensuites, laundries and garbage rooms,
and to walls areas immediately adjacent and behind a bath, sink or similar fixture. Carry the membrane
under fixtures, baths, shower bases, toilets, vanities and the like and extend into the full area of shower
recess. To a minimum height of 2100mm to walls of shower recess extending 300mm beyond the
horizontal extent of the designated tiled wall area. To a height and width not less than 450mm to wall
areas immediately adjacent and behind a bath, sink or similar fixture.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work.
Blockwork, brickwork, concrete, cement render, fibre cement, plasterboard, ceramic tile.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

AS 3740 2004 Waterproofing of wet areas within residential buildings. Current written instructions
provided by tanking material manufacturer.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED
Refer to Appendix 8 - General & Trade Schedule
Type: Any proposed alternatives to the system specified below shall be a proprietary liquid applied or
sheet membrane system which: has a current Australian Building Product and Systems Certification
Scheme certificate (Australian Building Codes Board); or has a current technical opinion issued by the
Australian Building Systems Appraisal Council (CSIRO) stating that the system is suitable for use as a
waterproofing system for use in wet areas, shower recess bases and associated floors and wall/floor
junctions which are to be tiled.

PREPARATION Inspect conditions at site before starting work.

Curing: Allow concrete to cure for a minimum of 28 days prior to the application of the membrane.
Cleaning: Clean down the substrate surface to remove all curing agents, wax, grease, oil, dirt, dust and
other foreign material and leave it clean, dry, dust free, smooth and free of undulations.
Voids: Patch with a non shrinking quick setting grout and allow to cure for a minimum of 7 days prior to
applying the membrane.

ON-SITE ACTIONS Start of work means total acceptance of conditions.

Fillet: Wherever a vertical penetration or upstand occurs install a 12mm x 12mm fillet of Vulkem 931 or
similar approved at the intersection of the vertical and horizontal surfaces.
Primer: Prime porous substrate (concrete/cement) typically with Vulkem 171 or similar approved.
Prime non-porous materials (metals/plastics) typically with Tremco Primer No 181 or similar approved.
Joints and penetrations: On the same day of priming, seal joints and penetrations with Vulkem 931 or
similar approved sealant.
First coat: On the same day as priming, apply a coat of Tremco Vulkem 350NF or similar approved to a
minimum wet film thickness of 1.5mm to floors and walls in a single operation. If delayed beyond that day
re-prime in accordance with manufacturers instructions.
Detailing
Detail the membrane in accordance with the manufacturer’s recommendations, as shown on the drawings
and as follows:
Turn the membrane down into the puddle flange of outlets.
Turn the membrane up at and seal to all penetrations, pipes, waste outlets, etc.
Turn the membrane up for 100mm at all walls, plinths, and other upstands.
Dress the membrane over the horizontal leg of angle tile trims at doorways and turn up the vertical face of
the angle to terminate level with the bottom of the floor tiles.
Similarly dress the membrane up the face of door jambs to terminate at the underside of the floor tiles.
The membrane turn up is to create a complete waterproof envelope to the floor area of the space being
treated.
Detail the membrane at movement joints in the substrate as detailed on the drawings.
Membrane curing: Allow 72 hrs for the membrane to cure prior to carrying out water tests or applying
finishes, toppings etc.

WARRANTY
Provide a warranty for materials and application of the membrane for a period of ten (10) years from the
date of Practical Completion, to be in a form approved by the Principal.

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 CT6953

SECTION 07200 THERMAL INSULATION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
The supply and installation of thermal insulation.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Wall and roof framing, roofing, wall lining, brickwork, blockwork, suspended ceiling.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB63 1994 Home Insulation in Australia.
AS 2627.1 1993 Thermal insulation of dwellings.
AS 3999 1992 Thermal insulation of dwellings - Bulk insulation - Installation requirements
AS/NZS 4200 Pliable building membranes and underlays
4200.1 1994 Materials
4200.2 1994 Installation requirements
AS/NZS 4859 Materials for the thermal insulation of buildings
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED No variations to the selected materials will be accepted without written
approval

Refer to Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Prepare surfaces and or framing material and ensure that no obstructions will prevent rapid and effective
installation.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with manufacturer’s current written instruction. Install insulation to internal enclosed areas and
structures unless noted other wise. Provide support / structure as required to keep insulation in place.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 20 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 07610 METAL ROOFING, SIDING & PLUMBING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Metal roofing and sarking, downpipes, gutters, skylights, translucent roofing.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Roof Framing, Wall Cladding, Storm Drainage, Fall Arrest Equipment (mandatory).

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

SAA HB39 1997 Installation code for metal roof and wall cladding, plus 1 supplement 1997.
SAA HB 63 1994 Home insulation in Australia
SAA HB 114 1998 Guidelines for the design of eaves and box gutters.
AS 1170 Minimum design loads on structures (known as the SAA loading code)
There are 5 parts and 2 supplements to this code, 1989 - 2002
AS 1273 1991 Unplasticised PVC (UPVC) downpipe and fittings for rainwater
AS 1562 Design and installation of sheet roof and wall cladding, There are 3 parts to this standard 1992-
1999.
AS 2180 1986 Metal rainwater goods - Selection and installation.
AS 2627 1993 Thermal insulation of dwellings - Thermal insulation of roof/ceilings and walls of dwellings
AS 4285 1995 Skylights.
AS/NZS 4389 1996 Safety mesh
Comply with Workcovers Code of Practice Safework on roofs – Part 1 Commercial and Industrial
Buildings. 1993
Comply throughout with the current edition of the Building Code.
Refer Fall Arrest equipment trade section.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule and Architectural drawings

PREPARATION Inspect conditions at site before starting work

Ensure framing is in place and secure. Terrain Category: Refer to engineers documentation
Ensure safety equipment is in place.
Install safety mesh in accordance with AS/NZS 4389 Safety mesh.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with recommendations in HB 39 (see above), Code of Common Practice for steel roofing. Install
each item in accordance with manufacturer’s current written instructions. Form penetration flashings
neatly with material matching roofing material or install EPDM collars. Provide flashings at all upstands
lapped 150mm at junctions. Step flashings evenly. Finish top corners to a line parallel to the roof slope.
Close and seal ends of cut ribs. Form back gutters not less than 100mm wide with falls towards the sides
of the penetration collars. Seal joints with compatible sealant. Secure downpipes through cladding to
structure. Seal at stormwater pipe upstands. Remove all debris from roof, gutters and downpipes. Test
on completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions N/A 15
and written variation orders.

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 CT6953

SECTION 07725 FALL-ARREST EQUIPMENT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install fall arrest equipment in accordance with OH & S legislation, and manufactures
recommendations.
Equipment to be provided includes:
Anchor points, static lines, harness gear, eaves platforms and fences and safety signs.
Refer to Document 00800 Supplementary Conditions of Contract Clause 31, OH & S.
Ensure that every person working above ceiling or eaves level is fully trained in use of the
equipment.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Roof framing, roof installation, Eaves construction.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

Comply with applicable portions of the following Australian Standards:
A. AS/NZS 1891 Industrial fall-arrest systems and devices.
There are 5 parts to this standard.
AS 2626 1983 Industrial safety belts and harnesses – selection, use and
maintenance.
AS/NZS 4801 2001 Occupational health and safety management systems
specification with guidance for use.
Workcover: Code of Practice “Safeworking on roofs”
(Part 1 Commercial and Industrial Buildings)
B. Comply with the requirements of relevant statutory authorities having jurisdiction on this product.
C. Product manual produced by manufacturers of components.

MATERIALS TO BE USED
Acceptable Manufacturers include:
Safe Access Systems 1300 301 755
Capital Safety Group 1800 245 002

Refer to Appendix 10 - Fixtures & Fittings Schedule

Submit relevant drawings to suppliers or manufacturers of suitable equipment.

Obtain suppliers lists of recommended materials and included lists here.

PREPARATION Inspect conditions at site before starting work

Check roof framing and other items to which safety equipment is to be fixed.
Ensure that structures local to the installed items are secure.
A senior technical representative of the material supplier is required to be present to check each part of the
installation.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Secure each item in accordance with Australian Standards.
Arrange with the Contractor and Roofer for penetrations if required through roof materials.
Ensure that penetrations are completely watertight after installation and on completion of the work.
Erect equipment and install eaves platforms and fences.
Check again that each person is fully trained in use of the equipment.
Provide manual of use on completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 15 years
and written variation orders. complete installation that it will remain
waterproof and weathertight. Warranty to
include each roof penetration.

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 CT6953

SECTION 08200 DOORS & DOOR FRAMES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install door frames and doors for external and internal door openings. Refer Schedule
following.
Timber frames, metal frames, doors, glazed, solid core, waterproof, louvred, flyscreen, security, acoustic,
flush panel - hollow core, expressed framed doors.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Carpentry, Door Hardware, Wall Construction, Glass, Painting.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1288 2006 Glass in buildings - Selection and installation
AS 4145 1993 Locksets There are 4 parts to this standard, 1993 - 2002
AS 5039 2003 Security screen doors and Security window grilles
AS/NZS 5040 2003 Installation of security screen doors and window grilles.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED
Refer to Appendix 9 - Door & Window Schedule and Appendix 17 - Assa Abloy Door Hardware Schedule

Item Description
Door frames: Timber Thickness:
Material: Cedar, Kiln dried hardwood,
Door frames: Steel Pressed steel 1.6mm thick single (or double) rebate fully welded
frames with floor spreader. Provide 8 or 10, 3mm wireties per frame
for building into walls and two black stops on closing side. Fully grout
back of frames with cement mortar. Supply steel frames with shop
applied rust inhibitive paint.
External Doors
Doors solid core Thickness: 40mm
Core: Particleboard
Face: Plywood Veneer, hardboard, waterproofing plywood, edge
strips of 10mm hardwood
Internal Doors
Flush panel hollow core Core: paper, honeycomb, metal.
Face: 4.5mm hardboard.
veneer.
Edge strips: to 2,3 or 4 sides of door, 10mm thick hardwood
Thickness: 35mm
Flush panel solid core Frame of door: timber with top mid and bottom rails each 50mm deep
Core: medium density particleboard OR OTHER
Face: 4.5mm hardboard.
veneer, plywood thickness
Edge strips: to 2,3,4 sides of door, 10mm thick hardwood
Thickness: 35mm

PREPARATION Inspect conditions at site before starting work

Prepare openings in walls. Install fixing grounds to secure frames.
Erect a sample frame and door of each type complete. Stop. When approved by Superintendent,
continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Erect frames plumb and true. Comply with named Standard listed. At head and jambs allow 3mm
clearance.
At floor allow 10 mm over floor covering. Check and clean on completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 08330 ROLLER SHUTTER DOORS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply, engineer and install roller shutter door(s) including but not limited to:
Drum support, Door guides, Removable (wicket) gate, Manual control devices, Electric motors and
controls, Remote control, Locking devices, Wind locks, Weatherstrips, Tapered bottom rail, Powder
coating.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Structural Steel, Brickwork, Blockwork, Concrete, Electrical, Painting.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1905.2 1989 Components for the protection of openings in fire-resistant walls (known as the SAA Fire
Door Code) - Fire-resistant roller shutters.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 9 - Door & Window Schedule and Appendix 17 - Assa Abloy Door Hardware Schedule

PREPARATION Inspect conditions at site before starting work

Field measurements : Do not delay job progress. Allow for adjustments and fitting of the work in the field
where taking of measurements might cause delay.
Co-ordination with work of others : Furnish to each relevant trade foreman anchorages and setting
Drawings, diagrams, templates and instructions for installation of items having integral anchors which are
to be embedded in concrete or masonry construction. Co-ordinate delivery of such items to the project site.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Provide anchorage needed in time for building in by other trades.
Fit : During installation and assembly, form tight joints with exposed connections accurately fitted, and
reveals uniform. Finish work accurately, plumb, level, square and true in reference to adjacent construction.
Comply with manufacturers' installation instructions throughout.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 08520 METAL WINDOWS & GLAZING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install metal window frames and glass, glazed door, flyscreens, hardware, flashing, sun
control material.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Carpentry, Frames, Brickwork, Blockwork, Wall framing.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1170 Minimum design loads on structures (known as the SAA Loading Code). There are 4 parts and 2
supplements to this code, 1989-1993.
AS 1288 2006 Glass in Buildings.
AS 2047 1999 Windows in buildings.
AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications.
AS 3959 1999 Construction of buildings in bushfire-prone areas (amended 2002)
AS/NZS 4680 1999 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Architectural Drawings, Appendix 8 - General & Trade Schedule and Appendix 9 - Door &
Window Schedule

Item Description
Aluminium Extruded Aluminium Alloy 6063, Temper T5 or T6
Finish Polyester powder coat. Minimum 50 microns
Steel
Finish Galvanised or Powder Coat
Glazing Neutral curing silicone rubber
Bond breaker tape
Primer/sealer
Backer rod
Glazing tape

PREPARATION Inspect conditions at site before starting work

Prepare for installation of aluminium frames. Isolate aluminium from steel wall frames.
Provide necessary anchors for building into masonry openings.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Ensure frame anchors are already built in. Comply with AS 2047. Install glass to manufacturer’s
instructions with correct sealants. Install flyscreens fixed, hinged, or removable, where directed. Install
window winders catches locks etc. Apply window film by competent trades person and to manufactures
specifications.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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 CT6953

SECTION 08660 WINDOW SECURITY

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Design, fabricate supply and install security items. Grilles, internal or external, roller screens, hinged and
sliding screens, microwave detection, remote control.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work.
Brickwork, blockwork, windows, door frames, roof construction, carpentry, cement render, painting,
electrical.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

Comply with applicable portions of the following Australian Standards :
AS/NZS 1554 Structural steel welding
There are 6 parts to this standard, 1983 - 2002
AS 1627 Metal finishing - Preparation and pretreatment of surfaces
1627.6 2004 Chemical conversion treatment of metals
There are 7 parts to this standard, 1989 - 2002
AS 1796 2001 Certification of welders and welding supervisors
AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications
AS 4100 1998 Steel structures
AS/NZS 4680 1999 Hot-dip galvanized (zinc) coatings on fabricated ferrous articles

MATERIALS AND METHODS

Refer to Drawings and Appendix 9 - Door & Window Schedule

PREPARATION Inspect conditions at site before starting work.

Visit site and accurately measure openings etc. before fabrication
Before delivery to site, pre assemble where possible all items to ensure proper fit and dimension of each
item. Disassemble and pack carefully for shipping to the site. On delivery and unloading, inspect for
damage and arrange immediate replacement if necessary.
A. Field measurements: Do not delay job progress. Allow for adjustments and fitting of the work in the
field where taking of measurements might cause delay.
B. Co-ordination with work of others: Furnish to each relevant trade foreman anchorages and setting
Drawings, diagrams, templates and instructions for installation of items having integral anchors which
are to be embedded in concrete or masonry construction. Co-ordinate delivery of such items to the
project site.

ON-SITE ACTIONS Start of work means total acceptance of conditions.

A. Anchorage: Except for anchorages furnished herein but placed by other trades, set and secure
necessary anchorages, including concrete and masonry inserts, bolts, wood screws and other
connectors as needed. Perform cutting, drilling and fitting as needed, locating anchorages and holes
to ensure proper positioning of completed work.
B. Fit: During installation and assembly, form tight joints with exposed connections accurately fitted, and
reveals uniform. Finish work accurately, plumb, level, square and true in reference to adjacent
construction. Make tolerances conform to Australian Standards.
Where considered necessary by the Superintendent, arrange for the manufacturer of products to instruct
installers regarding correct installation and check completed installations.

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SECTION 08710 DOOR HARDWARE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install door hardware listed in the Schedule for doors.

COOPERATE WITH THESE OTHER TRADE to resolve possible problems before starting work
Doors & Door Frames, Metal Windows, Timber Windows

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 4145 Locksets There are 3 parts to this standard 1993-2001.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 9 - Door & Window Schedule and Appendix 17 - Assa Abloy Door Hardware Schedule

PREPARATION Inspect conditions at site before starting work

Install a complete set of hardware as scheduled.
Install samples of each type. Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Install with accordance with AS 4145 and written instructions of each manufacturer. Check deliveries on
arrival. Lock away until needed and assume responsibility for hardware. Fit accurately at correct heights
and protect until completion of project. Oil hinges.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09250 PLASTERBOARD

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install plasterboard, water-resistant plasterboard, flexible plasterboard, lining of masonry walls,
ceilings, dropwalls, bulkheads. Firerated walls.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Wall, Frames, Carpentry, Brickwork, Blockwork, Suspended ceiling, Electrical.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 2589.1 1997 Gypsum linings in residential and light commercial construction.
AS 2753 1985 Adhesives - Mastic - For bonding gypsum plaster linings to wood and metal framing
members
AS 3740 2004 Waterproofing of wet areas within residential buildings.
Comply throughout with the current edition of the Building Code.
Comply with manufacturer’s technical bulletins

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Ensure framing is complete and electrical and other wiring / services are in place.
Install a sample, width of one wall (about 3 metres). Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with plasterboard manufacturer’s current written instructions. Form dropwalls, recesses,
manholes as required.
In wet areas ensure compliance with AS 3740 Waterproofing wet areas. Install cornices.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09260 DRY WALL PARTITIONS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install dry wall partitions consisting of steel or timber framing with plasterboard, plywood or
other lining.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Carpentry, Brickwork, Blockwork, Suspended ceiling, Electrical.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1859 Reconstituted wood-based panels, 1859.1 1997 Particleboard, 1859.2 1997 MDF, There
are 2 other parts plus amendments to this standard, 1996-2001.
AS/NZS 2589.1 1997 Gypsum linings in residential and light commercial construction.
AS 2753 1985 Adhesives - Mastic - For bonding gypsum plaster linings to wood and metal framing
members
AS 3623 1993 Domestic metal framing.
AS 3740 2004 Waterproofing of wet areas within residential buildings.
AS/NZS 4600 1996 Cold formed steel structures
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Ensure electrical wiring and other work is completed before installing linings.
Install a sample, width of one wall (about 3 metres). Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Installation of frames: install frame anchorage at floor, walls and ceilings at spacings required by frame
manufacturer.
Comply with plasterboard manufacturer’s current written instructions. Form dropwalls, recesses, openings
as required.
In wet areas ensure compliance with AS 3740 Waterproofing wet areas.
Install other wall lining materials in accordance with manufacturer’s written instructions.
Install cornices.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09300 CERAMIC TILE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Prepare surfaces to be tiled. Supply and install bedding as required. Wall tile, floor tiles, external paving
tiles. Cleaning of finished work.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete, Carpentry, Plasterboard.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 2358 1990 Adhesives - For fixing ceramic tiles
AS/NZS 3661 Slip resistance of pedestrian surface, There are 2 parts to this standard, 1993-1994.
AS 3740 2004 Water proofing of wet areas within residential buildings.
AS 3958 Ceramic Tiles, There are 2 parts to this standard, 1991 - 1992.
AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials.
Comply throughout with the current edition of the Building Code.
Comply with material manufacturer’s current written instructions.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule and Architectural drawings

Screed for walls and floors: 1 part cement 4 parts sand. Adhesives: to be supplied as recommended by
manufacture.
Expansion joints, walls: 5mm. Floors: 8mm. Fill both with silicone rubber.
Grout for wall: Epoxy based mildew resistant. Grout for floors: prepared grout acid resistant.
Over floor screed apply waterproof membrane (ABA or similar).

PREPARATION Inspect conditions at site before starting work

Ensure surfaces are clean and dry and no variation on walls greater than 5mm under a 2000 long straight
edge. Tile a sample panel of each type, 3 square metres. Stop. When approved by Superintendent,
continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Install floor backing boards as required for floor tile on timber. Form expansion joints no more than
2500mm apart. Comply with adhesive manufacturer’s instructions. Install wall tiles with expansions joints
not more than 2500mm apart and at floor level and at corners of walls, and at change of background
material. Alternatively, apply cement render to masonry wall to smooth even surface for wall tiling. Clean
each surface on completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09500 SUSPENDED CEILING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install a complete system of suspended ceilings including Suspension Systems, Plasterboard
Ceilings, Acoustic Tile Ceilings, Bulkheads, Ceiling Access Panels, Perimeter Trim.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Roof Framing, Concrete, Mechanical Services, Carpentry, Electrical Installation.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 2785 2000 Suspended ceilings - Design and installation.
AS 2946 1991 Suspended ceilings, recessed luminaires and air diffusers - Interface requirements for
physical compatibility.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Space Enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, and
until work above ceilings completed.
Erect sample panel of about 10 square metres. Stop. When approved by Superintendent continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply throughout with applicable portions of AS 2785, or AS 2946, and the data sheets supplied by
material manufacturer. When requested by Superintendent, arrange for manufacturer’s representative to
visit site and check installation. Adjust installation to permit installation of such items as light fittings,
mechanical vent registers. Clean surfaces exposed to view. Replace sections or components which
cannot be cleaned. Make good damaged sections or panels affected by later work of other trades.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09650 RESILIENT FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install vinyl, linoleum, rubber, cork or other sheet or tile material and skirtings.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete. Carpentry. Floor Construction.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 3553 1988 Adhesives for floor and wall applications.
AS/NZS 3661 Slip resistance of pedestrian surfaces, There are 2 parts to this standard, 1993-1994.
AS/NZS 4586 2004 Slip resistance classification of new pedestrian surface materials.
Comply throughout with the current edition of the Building Code

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

Obtain written statement from supplier that material complies with AS 3661.

PREPARATION Inspect conditions at site before starting work

Prepare concrete floor; Fill cracks with Ardit. Remove lumps. Produce dead flat surface. Test for
moisture content. Lay only after moisture is at level stated in AS 1884 Appendix A. If moisture is not a
level stated in AS 1884 Appendix A, provide artificial means for drying or lay moisture barrier in order to
meet AS 1884 Appendix A.
Install a sample of 3 square metres. Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Install to manufacturer’s instructions. Weld joints in sheet vinyl. Clean thoroughly, allow to dry. Cover
completed floors until completion of project.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09680 CARPET

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and installation of underlay, carpet and accessories. Provide spare carpet.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Concrete, Carpentry, Installation of floors, Joinery, Preparation of surfaces under and adjacent to floors to
receive carpet.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1385 1985 Textile floor coverings - Metric units and commercial tolerances for measurement.
AS/NZS 2455 Textile floor coverings - installation practice, 2455.1 1995 General, 2455.2 1996 Carpet
tiles.
AS 4288 2003 Soft underlays for textile floor coverings.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule

PREPARATION Inspect conditions at site before starting work

Ensure floors are dry, clean with no hills or valleys. Comply with AS/NZS 2455.1.
Comply with Appendix B to ensure moisture content of concrete does not exceed the stated limit. Repair
imperfection of the floor surface which might impair the finished carpeted surfaces. Broom clean or
vacuum clean surfaces upon which carpet is to be laid.
Install carpet in one room. Stop. When approved by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Test concrete for moisture content to AS/NZS 2455. Secure carpet fixings to manufacturer’s instructions.
Lay underlay. Stretch carpet and secure to fixings. On completion of laying each section of carpet,
vacuum the surface clean. Provide spare carpet of each type laid, 3 % of area laid. Store where
instructed.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 7 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 09910 PAINTING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and apply paints and other finish coatings. Refer Schedule of Finishes.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Each trade as listed to be painted.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 2311 2000 Guide to the painting of buildings.
AS/NZS 2312 2002 Guide to the protection of structural and steel against exterior atmospheric corrosion
by the use of protective coatings.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 8 - General & Trade Schedule and Appendix 11 – Joinery Schedule.

PREPARATION Inspect conditions at site before starting work

Prepare each surface to be painted in accordance with manufacturer’s instructions.
Prepare a sample panel of 2 square metres of each paint type. Stop. When approved by Superintendent,
continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Superintendent will check each prepared surface. Do not proceed with painting until check completed.
Apply scheduled coats and paint types to manufacture’s instructions, and AS 2311.
Delivery storage and Handling:
A. Store materials in designated spaces in a manner which meets the requirements of applicable codes
and fire regulations. When not in use, keep such spaces locked and inaccessible to those not
employed under this Section. Provide each space with a fire extinguisher of carbon dioxide or dry
chemical type bearing a tag of recent inspection.
B. Bring materials to the building and store in manufacturer's original sealed containers, bearing the
manufacturer's standard label, indicating type and colour. Deliver materials in sufficient quantities in
advance of the time needed in order that work will not be delayed in any way.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 7 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 10150 TOILET AND SIMILAR COMPARTMENTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install compartment assemblies for toilets, showers, dressing, constructed of metal, fibre
cement, plastic, laminate, particle board, stone, including hardware and accessories.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Floor Construction, Wall Construction, Ceiling Construction, Ceramic Tile, Carpentry.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

In the absence of standards, comply with current printed instructions supplied by manufacturer.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Appendix 10 - Fixtures & Fittings Schedule and Appendix 11 – Joinery Schedule.

PREPARATION Inspect conditions at site before starting work

Provide adequate and secure fixing points as required for fixture/fitting. Obtain approval to disturb floor
and wall tiles before securing pedestals and wall fixings. Install one compartment. Stop. When approved
by Superintendent, continue.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Secure or hang components straight and plumb according to manufacturers instructions. Install hardware
and accessories. Ensure all components work as manufacturer intends. Clean all surfaces on
completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 5 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 12300 MANUFACTURED CASEWORK - SHOP BUILT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and installation of manufactured casework items, including but not limited to:
Kitchen cabinets and cupboards, shelving, display units, bathroom cabinets, laundry cabinets, counters,
tearoom cupboards, wardrobes.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Carpentry, Wall Finishes, Floor Finishes, Ceiling Finishes, Water Distribution, Electrical Installation.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 1859 Reconstituted wood-based panels, 1859.2 2004 MDF, There are 4 other parts plus
amendments to this standard 1996-2004.
AS 2131 1987 Adhesives - For bonding decorative thermoset laminates(contact adhesives).
AS 2754 Adhesives for timber and timber products
AS/NZS 2924 1998 High pressure decorative laminates - Sheets made from thermosetting resins, There
are 2 parts to this standard.
AS/NZS 4386 1996 Domestic kitchen assemblies, There are 2 parts to this standard.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED No variations to the selected materials will be accepted without written
approval
Refer to Appendix 8 - General & Trade Schedule, Appendix 11 – Joinery Schedule and Architectural
Drawings

Item Description
Carcass units: MDF Thickness
Vertical components 18mm
Floors 18mm
Shelves 18mm
Doors 18mm
Base (below floor) 32mm
Bulkheads 16mm
Back 3mm
Edge strips 32mm
Laminates:
Bench tops 1mm thick
Doors, carcass drawers 0.8mm thick
Bench tops Stone, Ceramic/plastic

PREPARATION Inspect conditions at site before starting work

Construct by screwing and gluing or other approved method. A dry stapled assembly will not be
approved. Fabricate bench tops as recommended by the material’s manufacturer. Locate openings
accurately using templates or roughing- in diagrams for proper size and shape. Where located in bench
tops are similar exposures, seal edges of cut-outs with a water resistant coating. Back prime concealed
solid timber surfaces prior to installation. Install fasteners hinges etc. in accordance with manufacturers
instructions.

ON-SITE ACTIONS Start of work means total acceptance of condition

Use concealed shims as required to install the work plumb, level, straight and distortion free within the
following tolerances: 1mm in 800mm for plumb and level (including bench tops), 0.5mm maximum offsets
in flush adjoining surfaces, 2mm maximum offsets in revealed adjoining surfaces. Scribe and cut to fit
adjoining work; refinish cut surfaces or repair damaged finishes at cuts. Secure joinery with anchors to
substrates, or secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind
nailing. Install casework without distortion so that doors will fit openings properly and be accurately
aligned. Install door and joinery hardware as scheduled.
Adjust joinery to achieve a uniform appearance. Lubricate and clean hardware making final adjustments
needed for proper operation. Remove handling marks from visible joinery surfaces.

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COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 13700 ENTRY SURVEILLANCE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and install surveillance equipment with associated cable installation. Equipment may include
video, door answering, intrusion detection, movement detection and monitoring.

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work:
Floor construction, electrical installation, wall construction, communications cabling, ceiling construction,
finishing trades

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition

AS/NZS 3085.1 2004 Telecommunications installations- Administration of communications cabling
systems - Basic requirements.
AS/NZS 3086 1996 Telecommunications installations - Integrated telecommunications cabling systems for
small office/home office premises.
ACA TS 008 1997 Requirements for Authorised Cabling Products.
AUSTEL TS 009 1997 Installation Requirements for Customer Cabling (Wiring Rules).

MATERIALS TO BE USED

Refer to Appendix 13 – Electrical Schedule and Electrical consultants’ documentation.

PREPARATION Inspect conditions at site before starting work

Examine carefully the proposed route for cable installation and installation of other components. Obtain
Superintendents approval before executing the work.
Provide necessary safety or security controls where required to ensure safe practices and installations.
Provide needed penetration, openings, chases and structures for safe secure and effective installation of
cable.
If installation is required in the electrical riser, co-operate with the Electrician.

ON-SITE ACTIONS Start of work means total acceptance of conditions.

Comply with clause 5.3 Installation of AS/NZS 3086. Refer also to installation clauses for each item.
Mark and identify as required.
Complete all administration as required.
Where requested by Supply Authority supply test data obtainable from component manufacturer.
Arrange for inspections by component manufacturer's representative to ensure correct application, use
and installation.
Adjust installations of components to ensure proper fit and alignment. Remedy items of inefficient
operation or of doubtful performance. Clean visible items to original condition. Remove debris from
installation in concealed spaces.
Protect installed items from damage from any source until Practical Completion.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 16350 ELECTRICAL DISTRIBUTION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Design, supply and installation of electrical transmission and reticulation materials from mains supply to
required electrical power and light outlets, telephone, internal communication system and television
antenna

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Floor construction, Wall Construction, Ceiling construction, Carpentry, Joinery.
Licensed electrical technicians only may perform work, experienced in the requirements of the
project. Licences are those issued by the State Authority having direct control or interest in the work.
Perform the entire installation in accordance with the requirements of the Statutory Authority having
jurisdiction.

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS 1680 Interior lighting
There are 10 parts to this standard, 1990 - 2001
AS/NZS 2293 Emergency evacuation lighting for buildings., There are 3 parts to this standard, 1995-1998.
AS/NZS 3000 2000 Electrical Installations (Australian/New Zealand Wiring Rules). 3 Amendments 2003
AS/NZS 3018 2001 Electrical installations - Domestic installations. 1 Amendment 2003
AS 3786 1993 Smoke alarms.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED

Refer to Appendix 13 – Electrical Schedule, Electrical consultants documentation and

Architectural drawings

Supply only products which bear the required indication of approval of the Statutory Authority having
jurisdiction

Item Description
Mains Connection to Building By Supply Authority
Meters By Supply Authority

PREPARATION Inspect conditions at site before starting work

Provide necessary safety or security controls where required to ensure safe practices and installations.
The following preparatory actions are to be performed by the contractor for the electrician:
A. Slab penetrations for floor-mounted G.P.O.’s, telephone outlets etc.
B. Chasing and making good for conduit access for skirting
C. Chasing and wiring duct, G.P.O.’s switches etc.
D. Supply and installation for access opening where required.
E. Provision of electrical riser.
F. Provision of signwriting to Main Switchroom & Distribution board.
G. Forming , trimming, patching and making good of openings for luminaries to sizes required by the
Electrician.
H. Provision of concrete
I. Making good existing roadway etc.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with Standards throughout and requirements of Supply Authority. Install light fittings, switchboard
& distribution board, metre board & box. Arrange for inspection by Supply Authority inspector. Obtain
compliance certificate. Connect to main Supply.
Cable: Secure cable, using materials specified above, at centres recommended by Regulations and/or
manufacturer.

COMPLETION WARRANTY Period

Complete work in accordance with instructions Provide to Principal a Warranty covering 10 years
and written variation orders. satisfactory performance of the complete
installation.

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SECTION 16710 COMMUNICATION CABLING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to:
Supply and installation of communication including ISDN, systems for home and office units in single or
multiple unit buildings. It covers telephone and high speed data communication systems with a limit of four
lines into each unit.
The work includes:
Connection to the carrier’s main cable (by carrier)
Cabling routing design
Use of cabling
Distribution devices
compliance with Australian Standards

COOPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work
Co-ordinate and co-operate with the following trades:
Electrical installation Floor construction
Wall Construction Ceiling Construction
Finishing trades

COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current Edition.

AS/NZS 3085 Telecommunications installations- Administration of communication cabling systems
AS 3086 1996 Telecommunications installations - Integrated telecommunications cabling systems for
small office/home office premises
AUSTEL TS 008 Requirements for authorised cabling products
AUSTEL TS 009 Installation Requirements for customer cabling (Wiring Rules)
NOTE 2: Perform work employing experienced tradespeople familiar with the quality of work required and
who are AUSTEL-licensed in accordance with requirements of TS009.
Arrange for a conference with relevant other trades to decide upon matters which affect them.
Comply throughout with the current edition of the Building Code.

MATERIALS TO BE USED
Refer to Appendix 13 – Electrical Schedule
Refer Clause 4.2 of AS/NZS 3086
Before ordering materials submit to the carrier a list of components and their descriptions, for carrier’s
approval.
Provide and install the equipment specified in the standard and AUSTEL Instructions.

PREPARATION Inspect conditions at site before starting work

Examine carefully the proposed route for cable installation and installation of other components. Obtain
Superintendents approval before executing the work.
Provide necessary safety or security controls where required to ensure safe practices and installations.
Provide needed penetration, openings, chases and structures for safe secure and effective installation of
cable.
If installation is required in the electrical riser, co-operate with the Electrician.

ON-SITE ACTIONS Start of work means total acceptance of conditions

Comply with AS/NZS 3086 . Refer also to installation clauses for each item.
Refer to drawings for locations of connections, equipment and outlets.
Provide field quality control
A. Where requested by Supply Authority supply test data obtainable from component manufacturer.
B. Arrange for inspections by component manufacturer's representative to ensure correct application, use
and installation.
Adjust installations of components to ensure proper fit and alignment.
Remedy items of inefficient operation or of doubtful performance.
Clean visible items to original condition.
Remove debris from installation in concealed spaces.

COMPLETION WARRANTY Period

Complete work in accordance Provide to Principal a Warranty covering complete 15 years
with instructions and written installation that it will remain waterproof and weathertight.
variation orders. Warranty to include each roof penetration.

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