ALICE SPRINGS TOWN COUNCIL · 2019-11-28 · contract no. 2016-08st information for tenderers page...

CONTRACT NO. 2016-08ST INFORMATION FOR TENDERERS PAGE 1

ALICE SPRINGS TOWN COUNCIL

CONTRACT No. 2016-08ST

CONSTRUCTION OF GARDEN CEMETERY

CHAPEL

VOL 1. INFORMATION FOR TENDERERS VOL 2. CONDITIONS OF TENDERING VOL 3. CONDITIONS OF CONTRACT VOL 4. TENDER SUBMISSION DOCUMENTS

PREPARED BY: COUNCIL

DATE: March 2016





CHAPEL

Volume 1 of 4

INFORMATION FOR TENDERERS


DATE: March 2016


VOLUME 1: INFORMATION FOR TENDERERS

CONTRACT No:2016-08ST FOR: Construction of Garden Cemetery Chapel Tenders shall close at: 11.00am on Tuesday 12 April 2016 at the Public Office of the

Principal at Alice Springs.

1. AVAILABILITY OF TENDER DOCUMENTS

The Tender documents may be obtained from the Civic Centre, corner of Gregory Terrace and Todd Street, Alice Springs or by contacting Sue Dugdale on 0438 536 533 and also on council website www.alicesprings.nt.gov.au

2. RELEVANT DOCUMENTS

(a) The contract documents for this project are:

VOLUME 1 – Information for Tenderers

VOLUME 2 – Conditions of Tendering

VOLUME 3 – Technical Specifications

VOLUME 4 – Tender Submission Documents

(b) Additional Information

3. COUNCIL’S CONTACT PERSON

Enquiries regarding this tender may be directed to: Name: Sue Dugdale Phone: 0438 536 533 Position: Project Architect Email [email protected] Or alternatively Name: Scott Allen Phone: 0889500581 Position: Project Manager Fax: 08895304178 Email: [email protected]

http://www.alice/

mailto:[email protected]


4. INSPECTIONS

Should it be necessary for tenderers to inspect sites to ascertain the extent of works and verify and check all measurements and quantities or in the case of plant purchases to inspect a trade-in, this may be arranged by contacting:

Name: Scott Allen Phone:89500581 Position: Project Manager Fax: 0889530417 Email: [email protected]

6. TENDER LODGEMENT REQUIREMENTS

Tenders addressed to the Chief Executive Officer shall be submitted on the forms provided by the principal in Volume 4, Tender Submission Documents, and are to be enclosed in a sealed envelope and the envelope marked legibly as follows: Contract No: 2016-08ST Tender For: Construction of the Garden Cemetery Chapel And either: Delivered by hand or by courier and placed in theTender Box in the reception area at the Civic Centre, which is on the corner of Gregory Terrace and Todd Street, Alice Springs. Or *Sent by Facsimile to the Chief Executive Officer: Fax number 08 8953 0558 Or **mailed to the Tender Box addressed as follows: PO Box 1071, ALICE SPRINGS NT 0871 So as to be received before the closing time and date for tenders.

Time: 11.00am Tuesday 12 April 2016 * Electronic Lodgement A tender received by telephonic or telegraphic advice will not be considered. A tender submitted by facsimile will be considered provided that a formal tender is posted to the Principal within 24 hours of transmission of the facsimile.

mailto:[email protected]


** Late Tenders

A posted tender which is received after the closing time and date will only be considered if the Tenderer can satisfy Council that:

The formal tender documents and all other requisite essential information were posted or lodged at a Post Office or other recognised delivery agency within a reasonable time to ensure delivery before the deadline for closing of tenders, and the Tenderer has taken all possible action to expedite delivery when notified of a late arrival.

“Essential information” shall mean all information in the Tender Form and all information which is required by the Conditions of Tendering to be submitted with the Tender Form.

7. TENDERS

Tenders are to comply with requirements contained in Volume 2, “Conditions of Tendering”. A reference to ‘Tenderer’ or ‘Contractor’ in these documents shall have similar import.





CHAPEL

Volume 2 of 4

CONDITIONS OF TENDERING


DATE: March 2016


VOLUME 2: CONDITIONS OF TENDERING

GENERAL 1. PREAMBLE

The Conditions of Tendering have been prepared in accordance with the obligations of the Principal contained in the Australian Standard 4120, Code of Tendering, which sets out the ethics and obligations of the Principal and Tenderers in tendering in the construction industry. Tenderers and Principal shall comply with the requirements of this AS 4120. In particular attention is drawn to the obligations of Tenderers, in the preparation and submission of their tender for this project. Without limiting the above obligations:-

Tenderers shall not submit tenders without a firm intention to proceed.

Tenderers must not engage in any form of collusive practice.

Any Tenderer who directly or indirectly canvasses support from an elected member or servant of the Council will be disqualified.

It should be noted that in all contract documentation words importing a gender include every gender.

2. TENDERING METHOD

“The Procedures of Open Tendering” in accordance with AS 4120-1994 Clause 6.2.3(b) - The Principal invites the public advertisement without restriction on the numbers of tenders sought.

3. TENDER EVALUATION AND SELECTION

Evaluation, negotiation and selection of tenders shall be in accordance with the requirements of AS4120, Code of Tendering. The selection of the successful tenderer will be based on, but not necessarily limited to, assessment of tenders against the following criteria:- a) Compliance with the tender documents b) Price – value for money c) Support for local businesses d) Open and effective competition e) Tenderer’s technical, financial and managerial capacity f) Industry record / experience g) Equipment support backup h) Tenderer’s past performance with the Council including:

a. Compliance with timeframes b. Quality of service c. Contractual relations/administration

i) Tenderer’s current commitments j) Environmental protection


Tenderers may provide on the Schedules of Tenderer’s Information any relevant factors addressing the selection criteria which may assist the Council in making an assessment of the tender. Tenderers are advised that each of the selection criteria may not be given equal weight in relation to any individual tender.

4. CONTRACTOR’S RESPONSIBILITY

It shall be the responsibility of the Contractor to ascertain all information relating to the services, the works and site conditions that may affect the progress or method of performing all services and works as specified within the scope of this contract and to prepare for every contingency that may arise. It is further understood that just provision for these contingencies have been accounted for, implicitly or explicitly within the lump sum price submitted. A sales brochure provided by a product supplier/manufacturer, and inserted into a supply contract, is not necessarily an adequate technical specification for the product.

5. PREPARATION OF TENDERS

5.1 Relevant documents

The contract documents for this project are: AS 4120 - 1994 AS 2124 - 1992 General Conditions of Contract

AS 4120 and AS 2124 are not included as part of the contract documentation however information is available from Council. Copies are available from Standards Australia Matters raised in AS 2124 - Annexure A and B are included in these documents. A copy of AS 2124 will be included for signing with the successful tenderer and a pre signing of contracts meeting will be held to discuss pertinent aspects of AS 2124.

5.2 Tender forms

Tenders must be submitted on the forms provided, each of which shall be signed by the tenderer. All information called for in the forms shall be inserted by the tenderer in the respective places provided.

5.3 Company details

Every tender shall set forth the full Christian names, Surname, and address of the registered office of the tenderer. When the tender is by a Company the tender shall set forth the name of the Company and the registered office of the company.

5.4 Time of completion

Each tenderer is to indicate the time the contract will be performed unless a time for completion of the contract is specified in the tender documents.


5.5 Site conditions

Where the tender is for execution of any work, tenderers are required to visit the site of the work and satisfy themselves of local conditions and facilities. The Principal will not be liable for any claim on the grounds of insufficient information.

5.6 Verbal advice

The Principal shall not be bound by any verbal advice given or information furnished by any Officer of the Principal in respect of the Contract but shall be bound only by written advice or information furnished by the Principal.

5.7 Advice to tenderers

Every notice to be given to a tenderer shall be posted to the tenderer’s address given in the tender, such posting shall be deemed to be good service of such notice, and the time mentioned in such notice or in these conditions for doing any act shall be reckoned from the time of posting of notice.

5.8 Lowest or any tender

The Principal shall not be bound to accept the lowest of any tender, nor will the Principal be responsible for or pay for the expenses or losses which may be incurred by any Tenderer in the preparation of his Tender.

5.9 Tenders rejected

Any tender which does not comply in every respect with any requirements of the tender documents may be rejected.

5.10 Alternate proposals

Alternative proposals, which satisfy the Principal’s basic commercial and performance objectives, technical and legal requirements, may be submitted as options but only in addition to a conforming tender. All costs associated with the design and documentation of any alternative proposal shall be borne by the Tenderer.

6. AS 2124 – 1992 INSURANCES

Tenders shall comply with tender requirements of AS 2114 and in particular: (a) CL 19 - Public Liability Insurance for the amount indicated in Annex A in

joint names of the Contractor and Principal is to be taken out by the Contractor and is to remain in force for the period of the contract. (b) Cl 20 – Workers Compensation Insurance shall be taken and remain in force

for the period of the contract.

Details are to be provided on the Form ‘Tenderers Particulars – Insurance’ in tender submission documents and evidence of policies produced to Council.


7. WORKPLACE HEALTH AND SAFETY (WH&S)

The Contractor shall: (a) Comply with all requirements of the contract and all statutory requirements for Occupational Health and Safety.

(b) Ensure that each of its Subcontractors and Consultants comply in like manner.

(c) Demonstrate to the Principal whenever requested that requirements of the contract and statutory requirements for Occupational Health and Safety are being met.

The tenderer shall certify on the form provided that safety requirements of the

works undertaken in the contract and statutory requirements for Occupational Health and Safety are capable of being met.

Where inappropriate or inadequate provision of Occupational Health and Safety Management by the Contractor or Contractor’s subcontractor results in costs, losses or damages incurred by the principal or claims by third parties against the

Principal for either direct or consequential costs, losses or damages, the Contractor shall be liable for costs, losses or damages associated with any claim including, but not limited to, administration and legal costs incurred by the Principal in resolving such claim.

8. POST TENDER SUBMISSIONS

The Principal may call for post tender submissions from some or all tenderers in order to assist with the evaluation. Such submissions will be confidential between the Principal and Tenderer. The call for such submissions will not bind the Principal to proceed to accept a tender.

9. POST TENDER NEGOTIATIONS

The Principal may enter into negotiation with a preferred Tenderer or a number

of candidate tenderers. Such negotiations will be confidential between the Principal and Tenderer and will be conducted in accordance with guidelines set out in AS 4120.The undertaking of negotiations will not bind the Principal to proceed to accept a tender.

10. COST OF TENDERING

All costs associated with tender preparation and submission shall be borne by the Tenderer. 11. CONTRACT COMMENCEMENT DATE

The commencement of the contract is nominated as the date of dispatch of the letter of acceptance of tender to the successful Tenderer. There shall be no Contract prior to the issue of a letter of acceptance.



CONTRACT No.2016-08ST


CHAPEL

Volume 3 of 4

CONDITIONS OF CONTRACT


DATE: March 2016



CONTRACT No.2016-08ST


CHAPEL

Volume 4 of 4

TENDER SUBMISSION DOCUMENTS


DATE: March 2016


SECTION 4 - TENDER FORM

CONTRACT NO.: 2016-08ST

CONTRACT: CONSTRUCTION OF GARDEN CEMETERY CHAPEL CLOSE DATE: 12 APRIL 2016 @ 11.00AM

Tenders are to be lodged in the Tender Box located at: Deliver to: Post to: Alice Springs Town Council Todd Street Alice Springs NT 0870

PO Box 1071 Alice Springs NT 0871

Or Fax to: (08) 89530558

Tenders shall remain valid for acceptance for a period of 30 days from the closing date.

THIS SECTION TO BE COMPLETED BY THE TENDERER

I/We, the undersigned, having examined and acquired an actual knowledge of the whole of this contract document do hereby tender to perform the whole of the Works described in, and in accordance with, the document in the amount of

$

(Amount in Words – include GST and any provisional sums specified in this figure)

Signature Date

Name

(Print Name)

On behalf of

(Full Name of Firm/Individual)

ABN/BN/ACN CAL Registration No N/A

Postal Address

Telephone Facsimile

Witnessed Date


If applicable, I/We confirm receipt and inclusion in the Tender of addenda numbered:

STATUTORY DECLARATION ON NON-COLLUSIVE TENDER DECLARATION

The Tenderer must complete and submit with tender. All Submitted information will be treated as confidential.

I, ____________________________________________________________ (Print name ),

of __________________________________________________ (Tendering Organisation),

do hereby solemnly declare and affirm the following ; 1. I hold the position of _______________________ , and am duly authorised by the

tendering organisation to lawfully proclaim the following and, after having made due inquiry believe the following to be completely accurate to the best of my knowledge.

2. Neither the Tenderer nor the Tenderer’s Agents or Servants have entered into any contract

or agreement to offer payment of any kind to a trade association, representative of the Superintendent or representative of the Principal in the event of a winning tender by this Organisation.

3. Neither the Tenderer nor the Tenderer’s Agents or Servants have had any knowledge of the

price of tenders submitted by it’s competitors nor did the Tenderer furnish the price of the enclosed tender to any source external to the Tendering Organisation prior to the close of the tender date as specified within this Contract.

4. Neither the Tenderer nor the Tenderer’s Agents or Servants have entered into any contract

or agreement to offer payment of any kind to an unsuccessful Tenderer in the event of a winning tender.

5. The Tenderer is not aware of any facts which would affect the decision of the Principal in

accepting the tender nor has the Tenderer attempted to acquire information relevant to the

tender award process by soliciting the Principal, the Superintendent or their Representative’s Agents or Servants.

6. Neither the Tenderer nor the Tenderer’s Agents or Servants have entered into any

agreement with other Tenderers or third party which results in a payment of unsuccessful Tenderer’s fees.

7. The contents of this document are true and correct to the best of my knowledge and in no

way have been written under duress of any form.


I make this solemn declaration as to the matter aforesaid, according to the law in this behalf made, and subject to the punishment by law provided for any wilfully false statement in any such declaration.

Signature of Tenderer : ____________________________________________________

Subscribed and declared at : _______________________________________________

This : _________________ Day of _______________________ (Year) ______________

Before me : ____________________________________________________ (Print name )

Witness : _______________________________________________________ (Signature )

(Justice of the Peace or authorised person)


DECLARATION OF BUSINESS STATUS (Complete all details and lodge with Tender)

NOTE: Full disclosure is mandatory irrespective of the year, State or Territory in which the appointment of a liquidator or dissolution or discharge from bankruptcy occurred. Failure to disclose may result in an adverse determination.

Complete and provide details as applicable to the persons or company submitting the tender. 1. Sole Trader

Full name and address of proprietor and spouse:

Business Name (if applicable):

ABN/BN

2. Partnership

Full name and address of each partner and spouse:


ABN/BN

3. Company (Pty Ltd or Ltd)

Company Name (in full):

ABN/ACN

Full names and addresses of all Directors, Managers and respective spouses:

Name of Holding or Subsidiary Companies (if applicable):

ABN/ACN

ABN/ACN


ABN/BN

DECLARATION OF BUSINESS STATUS- CONT’D

CERTIFICATION I certify on behalf of _____________________________________________ (the Tenderer), that to the best of my knowledge:

(a) none of the Proprietors, Directors, Managers or their spouses is or has ever been bankrupt or a Director, Manager or Secretary of a Company that is being or has been wound up (whether voluntary or otherwise), and;

(b) the business is not trading under:

an arrangement and/or reconstruction (ie. restructuring a public company)

receiver and management

official management

an arrangement with creditors without sequestration (ie without the proprietors being made bankrupt)

SIGNED: DATED:

FOR:

(The Tenderer)

POSITION HELD:

ALTERNATIVELY The Tenderer must provide details of each instance of the Tenderer, his or her spouse, every partner and his or her spouse, every Director, Manager and their spouses being or having been bankrupt (if discharged state the date of discharge) or having entered into an arrangement with his or her creditors without proceeding to bankruptcy or of having been a Director, Manager or Secretary of a company which is being or has been wound up or is trading under an arrangement with creditors. Details

SIGNED: DATED:

FOR: (The Tenderer)

POSITION HELD:

BANK GUARANTEE REQUIREMENT

The Tenderer must complete and submit with tender All Submitted information will be treated as confidential

Under the General Conditions of Contract for this Project, the progress payments issued by the Principal to the Tenderer will be made on a monthly basis.

PARTICULARS OF TENDERER

Name of Tenderer:

Address:

Phone Number :

Name of Principal(Council):

Contract Description :

Project Duration (months):

Tender Price:

Monthly Expenditure ($):

List and provide the following details for Contracts in Progress.

Principal Project Description Start date Expected completion

Contract Value ($)

FINANCIAL INSTITUTION TO COMPLETE INFORMATION BELOW LINE

PARTICULARS OF FINANCIAL INSTITUTION

Name of Financial Institution:

Branch:

Representative’s Name and Title :

Phone Number :

I, , based upon the information given above in addition to that information available to the financial institution, believe the Tenderer is capable of meeting the financial requirements of this project.

Signature: _____________________________________________________________

Witness: Date: _______________

CONTRACT No.2016-08ST INFORMATION FOR TENDERERS

Page…/19 17/03/2016

TENDERER’S PARTICULARS - CURRENT COMMITMENTS


List the current projects your organisation is engaged in or committed to: 1. Project name:

Client Contact Phone number

Contract amount

Estimated Completion

(Mth/Yr)

Description of works

2. Project name:


Contract amount


(Mth/Yr)


3. Project name:


Contract amount


(Mth/Yr)



Page…/20 17/03/2016

TENDERER’S PARTICULARS - PROJECT HISTORY The Tenderer must complete and submit with tender All Submitted information will be treated as confidential

List the similar projects your organisation has completed in the last 10 years 1. Project name:


Contract amount

Duration


2. Project name:

Client Contact Phone Contract amount

Duration


3. Project name:

Client Contact Phone Contract Duration



Page…/21 17/03/2016

TENDERER’S PARTICULARS - PRIOR TERMINATION OF PROJECT(S)


1. Has your organisation ever failed to complete a project ? No Yes 2. If yes, please provide details.


Page…/22 17/03/2016

TENDERER’S PARTICULARS - INSURANCE


1. INSURANCE

1.1 Workers Compensation

(refer clause 3.2.3 – Conditions of Contract - Period Contract)

(i) For Contractors employing workers (as defined in “Work Health Act” (1986) as amended).

(ii) For Contractors not employing workers (as defined in “Work Health Act” (1986) as amended).

Policy Number

I/We certify that I/we am/are not employing nor intending to employ workers (as defined in “Work Health Act” (1986) as amended) on the Contract during the currency of the Contract..

Name of Insurer

Date of Expiry

NOTE: Tenderers are to delete (i) or (ii) as appropriate

1.2 Public Liability

(refer Item 12 of the Annexure)

Policy Number Name of Insurer

Date of Expiry Sum Insured

(minimum $20 M any one occurrence)

SIGNED: DATED:

FOR: (The Tenderer)


Page…/23 17/03/2016

DECLARATION – WORKPLACE, HEALTH AND SAFETY

The tenderer must complete and submit with tender. All submitted information will be treated as confidential.

I, (Print name), Of (Tendering Organisation),

Have read and understood ‘Conditions of Tendering’ clause 5 in tender documents viz -

5. WORKPLACE HEALTH AND SAFETY (WH&S)

The Contractor shall:

(a) Comply with all requirements of the contract and all statutory requirements for Workplace Health and Safety.

(b) Ensure that each of its Subcontractors and Consultants comply in like manner.

(c) Demonstrate to the Principal whenever requested that requirements of the contract and statutory requirements for Occupational Health and Safety are being met.

The tenderer shall certify on the form provided that safety requirements of the

works undertaken in the contract and statutory requirements for Workplace Health and Safety are capable of being met. Where inappropriate or inadequate provision of Workplace Health and Safety Management by the Contractor or Contractor’s subcontractor results in costs, losses or damages incurred by the principal or claims by third parties against the Principal for either direct or consequential costs, losses or damages, the Contractor shall be liable for costs, losses or damages associated with any claim including but not limited to administration and legal costs incurred by the Principal in resolving such claim.

I declare and affirm that the Contractor shall fully comply with ‘Conditions of Tendering’ clause 5. Signature of Tenderer: Date:

CONTRACT No.2012-04TC INFORMATION FOR TENDERERS

Page…/24 17/03/2016

TENDERER’S PARTICULARS - PERSONNEL


Provide the names of the Project Manager, Site Manager and Subcontractor’s Site Manager(s) in the event of a winning tender.

1. Project Manager ____________________________

Years Experience

Name Company Role

Estimated Time

Commitment (%)

In current firm

prior

Work responsibilities for this Project:


Page…/25 17/03/2016

REGISTER OF TENDERER’S SUBCONTRACTORS AND SUPPLIERS


The Tenderer is instructed to compile a listing below of all Selected Subcontractors and Suppliers which the Tenderer expects to use to execute the Works under the terms of this Contract.

Supplier or Subcontractor Appropriate Telephone

No.

Description of Work or Materials

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.


Page…/26 17/03/2016

MAJOR MACHINERY AND EQUIPMENT


The Tenderer is instructed to compile a listing below of all Major Equipment and Machinery proposed to execute the Works under the terms of this Contract.

Make/Model Description Year of Manufactur

e

Owned or Leased

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

Page…/27 17/03/2016

Page…/28 17/03/2016

© Susan

ARCHIfor the GARDENORRIfor ALICE

Prepare SUSANPO BOPh 08 8www.doffice@

ISSUE

PROJECT

Rev D0 16

Dugdale and

ITECTURAconstructioEN CEMETIS BELL A

SPRINGS

TEND

ed by:

N DUGDALOX 4188 AL8953 6533ugdale.com

@dugdale.c

AUTHOR

T NAME: Ceme

ate 6.3.2016

Associates

AL SPECIFon of TERY CHA

AVENUE, A

S TOWN C

DER CLO

LE & ASSLICE SPRI3 m.au com.au

RISATION

etery Chapel

Purpose tender

FICATION

APEL ARUMBER

COUNCIL

SING: 1

OCIATESNGS NT 0

N

RA, ALICE

11am

0871

PROJE PreparSD

E SPRINGS

Tuesday

ECT No: P404

red

S

y 12th Apri

Checked SD

il 2016

1

© Susan Dugdale and Associates 2

TABLE OF CONTENTS

CONTENTS TABLE OF CONTENTS 2 DOCUMENT 00200 INFORMATION FOR TENDERERS 3 DOCUMENT 00210 GENERAL CONDITIONS OF TENDERING 4 DOCUMENT 00230 EXISTING CONDITIONS AT SITE 6 DOCUMENT 00300 TENDER FORM 7 DOCUMENT 00650 CERTIFICATES OF INSURANCE 10 DOCUMENT 00800 SUPPLEMENTARY CONDITIONS OF CONTRACT 11 DOCUMENT 00820 ADDITIONAL ARTICLES 18 DOCUMENT 00860 DRAWINGS 19 DOCUMENT 00870 SCHEDULES & TABLES 20

PART I MONETARY SCHEDULES _______________________________________________________________ 20 PART II BUILDER’S WORK SCHEDULES _________________________________________________________ 20 PART III SCHEDULES & TABLES ________________________________________________________________ 21 PART IV REQUIREMENTS BEFORE ORDERING MATERIALS _________________________________________ 21 PART V COPIES OF MATERIAL ORDERS _________________________________________________________ 21

DOCUMENT 00900 ADDENDA & MODIFICATIONS 22 SECTION 02315 EXCAVATION & FILL 23 SECTION 02360 TERMITE CONTROL MANAGEMENT 24 SECTION 02510 WATER DISTRIBUTION 25 SECTION 02530 SANITARY SEWERAGE 26 SECTION 02820 FENCES & GATES 27 SECTION 03310 CONCRETE 28 SECTION 03365 POLISHED OR COLOURED CONCRETE FLOORING 30 SECTION 04220 BLOCKWORK 31 SECTION 04850 STONE CLADDING 32 SECTION 05100 STRUCTURAL STEEL 33 SECTION 05400 COLD FORMED METAL FRAMING (LOAD BEARING) 34 SECTION 05580 MISCELLANEOUS FIXTURES 35 SECTION 06100 CARPENTRY 37 SECTION 06165 FIBRE CEMENT PRODUCTS 39 SECTION 07140 WET AREA MEMBRANE 40 SECTION 07200 THERMAL INSULATION 41 SECTION 07465 METAL CLADDING 42 SECTION 07610 METAL ROOFING, SIDING & PLUMBING 43 SECTION 07725 FALL-ARREST EQUIPMENT 44 SECTION 08200 DOORS & DOOR FRAMES 45 SECTION 08520 METAL WINDOWS & GLAZING 46 SECTION 08620 SKYLIGHTS 47 SECTION 08710 DOOR HARDWARE 48 SECTION 09250 PLASTERBOARD 49 SECTION 09260 DRY WALL PARTITIONS 50 SECTION 09300 CERAMIC TILE 51 SECTION 09500 SUSPENDED CEILING 52 SECTION 09910 PAINTING 53 SECTION 12300 MANUFACTURED CASEWORK - SHOP BUILT 55 SECTION 13700 ENTRY SURVEILLANCE 57 SECTION 15738 DOMESTIC AIRCONDITIONING 58 SECTION 16350 ELECTRICAL DISTRIBUTION 59 SECTION 16510 LIGHTING 61 APPENDIX 1 – AS4000-1997 Part A and Part B partially filled out APPENDIX 2 – Enware Sanitary Fixtures Schedule APPENDIX 3 – Colour and Finishes Schedule APPENDIX 4 – Door Hardware Schedule APPENDIX 5 – Evaporative Air Conditioning specs


DOCUMENT 00200 INFORMATION FOR TENDERERS

1. The Project Construct a steel framed chapel on a slightly benched platform, including electrical, mechanical and

hydraulic services. The structure is slab-on-ground, steel framed with a Colorbond roof, concrete block and Colorbond walls, and plasterboard and plywood linings.

2. The Contract Fixed lump sum not subject to rise and fall.

3. List of Conditions of Contract

AS 4000 1997 General conditions of contract Series.

4. Tenders The proprietor reserves the right to reject the lowest or any tender or an otherwise conforming tender. Preference will be given to tenders with a brief construction period. Comply with AS 4120 1994 Code of tendering.

5. Tender Documents

Tender documents will be issued by the Alice Springs Town Council in electronic format. 6. Alternative Proposals

Submit tenders in accordance with the tender documents. Alternatives may be considered providing a conforming tender is also submitted.

7. Permission to Visit the Site Tenderers may visit the site by appointment only, arranged with the ASTC. Refer Clause 9.

8. Schedule

Submit a statement of the number of working days required from start to finish date of the contract with proprietor occupancy date noted.

9. Tender Enquiries All enquiries during the tender period should be directed to:

Sue Dugdale Susan Dugdale and Associates Phone 08 8953 6533 Email [email protected]

10. Consultants

For this project, the proprietor has appointed architectural, civil, structural and certification consultants. The successful tenderer will be required to engage the expertise necessary to comply with Australian Standards in all aspects of the work where this is not already provided, including hydraulic

11. Annexure (or Appendix) to General Conditions of Contract

Refer to Appendices for partially completed schedules of construction contract AS 4000 Part A and Part B.

END OF DOCUMENT


DOCUMENT 00210 GENERAL CONDITIONS OF TENDERING

1. Tender Form

Refer document 00300 "TENDER FORM" 2. Tender Documents

The tender documents include the "The Conditions" or "the Agreement" or "General Conditions of Contract", tender form, specification, drawings, schedules and any other documents issued by the architect or ASTC for the purpose of tendering (available at point of issue of documents). Explanations or amendments to the tender documents will not be recognised unless in the form of written addendum issued by the architect.

3. Tenderer to Inform Himself and Subcontractors

The tenderer is deemed to have: A. Examined the tender documents, the site and its surroundings and other information made

available. B. Examined information relevant to the risks, contingencies, and other circumstances having an effect

on his tender and which is obtainable by the making of enquiries. C. Satisfied himself as to the correctness and sufficiency of his tender and that his tender covers the

cost of complying with the obligations of the tender documents. D. Advised suppliers and subcontractors of the requirements of the preliminary and trade sections of

the specifications. E. Satisfied himself that all legal and other requirements, relevant to the project and relating to

Occupational Health Safety and the environment, have been met. 4. Discrepancies, Errors and Omissions in Tender Documents

If a tenderer finds any discrepancy, error or omission in the tender documents, notify the architect, in writing, 5 days before the date and time for closing of tenders.

5. Submission of Tender

A. Submit tender only on the tender form provided, document 00300. B. Include an address for service of notices for the purpose of this tender and subsequent contact. C. Sign the tender form, or if the tenderer is a corporation or company sign the tender with company

seal. D. The tender is to cover all of the work described in the tender documents. E. Do not alter or add to tender documents except as required by these General Conditions of

Tendering. 6. Lodgement of Tenders

A. Lodge tender in a sealed envelope marked with the name of the project, lodge in the tender box at, or sent by prepaid post to, the foyer of the ASTC by the date and time for closing of tenders. See below.

B. Notwithstanding sub-clause A, emailed, telegraphic or telexed tenders received by the date and time for closing of tenders may be admitted for consideration subject to the concurrent submission of a written tender. Oral tenders will not be received.

C. Tenders Close is noted on the cover page of this Specification. 7. Informal Tenders (Non-conforming Tenders)

Tenders which do not comply with the requirements of, or which contain provisions not required or allowed by the tender documents, will be declared informal.

8. Trade Names

Trade or proprietary names, brands, catalogue or reference numbers are specified in the tender documents. A successful tenderer may offer material or equipment of similar characteristics or type, quality, appearance, finish, method or construction and performance, after the Letter of Acceptance of tender has been issued.

9. Customs Duties

In the tender, all for customs duty and other similar charges applicable to imported materials, plant and equipment required for work described in the tender documents.

10. Pre requisites to Acceptance

A. Notwithstanding other requirements of the tender documents, the proprietor or architect may require a tenderer to submit additional information to allow further consideration of his tender.


B. Should the tenderer fail to submit the information so required by the date and time stipulated by the proprietor or architect the tender may be treated as informal.

11. Acceptance of Tender

A tender will not be deemed to have been accepted unless and until a Letter of Acceptance is handed to the tenderer or is sent by prepaid post to, or is left at, the address stated in the tender form for service of notices. Acceptance of the tender by the tenderer is an acknowledgement by the tenderer, that they have allowed for all occupational health, safety and environmental legal and other requirements, supervision, training, induction, audit, inspection etc. as required so as to comply with the relevant requirements of the job location.

END OF DOCUMENT


DOCUMENT 00230 EXISTING CONDITIONS AT SITE

The site is the Alice Springs Garden Cemetery on the corner of the south Stuart Highway and Norris Bell Road. Power and water are available on the lot and the Proprietor will provide extensions to these services to the nominated site for the proposed building. The site is relatively flat with sparse vegetation. There is not a made road or driveway to the location of the proposed building.

END OF DOCUMENT


DOCUMENT 00300 TENDER FORM

COMPLETE IN FULL AND LODGE WITH ALICE SPRINGS TOWN COUNCIL TENDER FORM PAGE 1 OF 3

Name of principal: Alice Springs Town Council Name of project: Chapel at Alice Springs Garden Cemetery Tender I/We ………………………………………………….……………….. License Number: ……………………………………………………. ABN …………………………………………….……………………. tender to perform the work for the above project as described in, and in accordance with, the tender documents referenced in the Conditions of tendering for the lump sum of $ ……………………………. ……………………………………………………………………………………………………………..……….. (Sum in words and figures)

The number of working days required from date of Letter of Acceptance to complete the work is:

……………….………..working days

This tender remains open for consideration for 60 days from the date and time of closing of the tender period. I/We acknowledge the receipt of addenda numbered: ………………………………………during the tender period. Telephone ………………………………………………………………………………… Email……………………………………………………………………………….……….. Tenderer's address or registered business office address: ……………………………………………………………………………………….……… Address for service of notices: ……………………………………………………………………………………….……… Signed by Company Directors/Individual …………………………………………………………………………………..…….……. …………………………………………………………………………..………….………. Dated this (day)………… (month)……………. (year)……………………….…...…

COMPANY SEAL


TENDER FORM PAGE 2 OF 3

TENDER BREAKDOWN will be used to assess tenders and progress claims

Includes but not limited to: $ without GST

PRELIMINARIES $

SITE PREPARATION $

CIVIL/EARTHWORKS $

CONCRETE Termite control, paving $

BLOCKWORK Sandstone inserts $

STRUCTURAL STEEL $

LIGHT STEEL FRAMING $

ROOFING & CLADDING Fall arrest equipment, translucent roofing $

INSULATION Thermal and acoustic insulation $

LINING Gyprock, cement sheet, suspended ceilings $

CARPENTRY Plywood linings $

WINDOWS & DOORS Ventilation louvres, custom made doors, Thermoclick glazing, door frames

$

JOINERY $

TILING Wet area membranes $

POLISHING & SEALING CONRETE FLOOR

PAINTING $

ELECTRICAL Lighting, power, comms, security, fire alarms $

MECHANICAL Air conditioning, exhaust fans $

HYDRAULIC Water, septic system $

MISCELLANEOUS FIXTURES

$

FIXTURES & FITTINGS External seats $

FENCES & GATES $

PROVISIONAL SUM A – Door hardware – supply only $ 5,000.00

PROVISIONAL SUM B - External bench seats – 4 No, supply only $ 5,000.00

PROVISIONAL SUM C - Supply of tiles – allow $50 per sqm excl GST $

SUBTOTAL : $

GST: $

TENDER TOTAL*: $

*Total with GST should be equal to the Lump Sum Tender amount shown on the Tender Form. Tenderers are required to complete this sheet and submit it with their tender.

NAME OF TENDERER:

SIGNATURE OF TENDERER:

DATE:


TENDER FORM PAGE 3 OF 3

FURTHER INFORMATION

NOMINATE PERSONNEL

Nominate the person proposed as site foreman:

Percentage of working hours foreman will be on site:

Qualifications and experience of foreman:

CURRENT COMMITMENTS

PROJECT LOCATION VALUE PERCENTAGE COMPLETE

Tenderers are required to complete this sheet and submit it with their tender.

NAME OF TENDERER:

SIGNATURE OF TENDERER:

DATE:


DOCUMENT 00650 CERTIFICATES OF INSURANCE

Submit each certificate to the principal via the architect before commencement of work.

1. Builder’s insurance including

- Cost of demolition and removal of rubbish & contaminates.

- Restoration of existing or built structures.

- Percentage to cover fees of consultants.

- Percentage to cover escalation costs.

2. Public liability insurance to minimum value of $10 million.

3. Workers compensation and employer’s liability.

END OF DOCUMENT


DOCUMENT 00800 SUPPLEMENTARY CONDITIONS OF CONTRACT

1. Information to Subcontractors, Suppliers and Installers A. Advise subcontractors and suppliers and installers of material of the requirements of these

Supplementary Conditions of Contract.

2. Amount of Security (Performance Bond) See Annexure or appendix to General Conditions of Contract. Refer Appendix 1 of this specification.

3. Interpretation of Drawings Check dimensions on site against documentation before proceeding with the work of the contract. Documents to be read concurrently including drawings, specifications, schedules and reports. Builder must notify architect of omission or conflict in drawings and their relation to specifications, schedules and/or reports. The drawings, specifications, schedules and any reports referred to as part of the complete specification are to be considered as co-operative documents. Any work omitted from the specification and/or reports but inferred or present in the drawings, or vice versa, is to form part of this contract.

4. Construction Progress Bar Graph Within FOURTEEN (14) calendar days after the date of Letter of Acceptance of tender, submit to the architect a detailed chart of the plan of progress, in Bar Graph form. For each item of work provide graph showing planned progress with planned monthly quantities and with space or other provision for entering actual progress. The architect may require the builder to provide an amended bar graph within SEVEN (7) days of being requested to do so. Submit bar-graph at monthly intervals showing actual progress.

5. Subcontractors and Suppliers Within SEVEN (7) days of receipt of the Letter of Acceptance, supply to the architect a complete list of subcontractors and suppliers proposed for the Works. The proprietor, through the architect, reserves the right to reject any so listed.

6. Indemnity of Proprietor A. Indemnify, and keep indemnified the proprietor against claim, demand, action, suit or proceeding

that may be brought or made against the proprietor by any other person who has entered into a contract with the proprietor 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 builder in the performance of his obligations under the contract or arising out of or as a consequence of delay by the builder 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 architect.

7. Approvals, Services, Fees and Tax

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 builder”.

C. Pay Tax on items where such tax is applicable. If Tax is not applicable, request from the proprietor, via the architect, a Tax exemption certificate for use when ordering specified materials.

D. Pay fees, where applicable, relating to “Workplace Health and Safety” Acts and other state or local government acts.

8. Permit to Build and Certificate of Occupancy

The Principal has engaged and paid for a Certifier (TECON AUSTRALIA) to obtain the Permit to Build and the Certificate of Occupancy. Comply with all requirements of the Permit-to-Build, including required inspections. The Contractor will be responsible for:

A. Providing a certified plumbing design to the certifier to finalise the issue of the building permit. B. Payment of additional inspections by the certifier – the owner has contracted TECON and will pay for 9

inspections, pay for any additional inspections required to complete the works. C.The collection and delivery of all certificates pertaining to the Certificate of Occupancy –deliver these

to the Architect within 2 weeks of Practical Completion.


9. Site Area A. The site area will be a limited area around the proposed facility and the access route to this area

from the main road. Prior to possession of site, submit a proposal drawn on a scaled plan of the site area necessary to reasonably carry out the works, including parking of all vehicles, for approval. Prior to possession of the site, mark out the approved area on site with continuous fluorescent tape on stakes at minimum 900mm above ground level. Remove after Practical Completion.

10. Site Control A. The Garden Cemetery will remain in operation throughout the works. The construction site will be

an area within the overall lot, as required to complete the works. B. 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 proprietor.

C. SAFETY ANCHORS FOR ROOFS. Install safety anchors suited for construction workers and future maintenance personnel on roofs.

D. 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 ain the approved site area.

E. Do not store waste building materials and flammable liquids in the building. F. Take proper precautions to keep poisons and other injurious substances in places secured against

access by unauthorised persons properly labelled and not stored in food containers or drinking vessels.

11. Personnel

The ASTC reserves the right to direct the permanent removal of the site foreman with 6 hours notice, and to interview the replacement foreman proposed by the contractor to assess their skills and suitability for the project, and to reject any proposed foreman until they are satisfied that the proposed person has the conduct, skills and experience appropriate for the project.

12. Site Access Site access will be from the Stuart Highway at the point indicated nominally on the drawings. Obtain necessary permits for this access and comply with all the conditions of the relevant authority.

13. 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 2 weeks of receipt of Letter of Acceptance. In such cases, approval given by the architect to data submitted by the builder will not necessarily imply that such data meet the requirements of the relevant statutory authority.

14. 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 Owner’s representative, building foreman, architect and consultants (assume total of up to ten people), with table and chairs, lighting and heating.

C. Arrange for site meetings to occur at regular intervals throughout the contract period, to be a maximum of two week intervals unless specifically approved. Advise architect of meeting times. The Architect will issue minutes for each meeting. Review the minutes and advise the architect of any errors or omissions within 3 days of receipt of minutes.

D. Ensure the site foreman is equipped on site with phone and email facilities, or is in at least daily contact with a point of contact containing these facilities.

15. Temporary Fire Extinguishers

Maintain fully charged, and accessible fire extinguishers and other plant and equipment as are necessary for the care and safety of the Works, as required by the NTFRS and/or NCC.

16. Communication Service Provide a telephone and/or other communication service on site capable of receiving voice calls and emails. Pay associated costs.

17. Power and Water The Proprietor will provide a permanent extension from the existing electrical and water services on the site to supply the future chapel. This service will be made available at the commencement of the project and will be available for use during construction. ASTC will pay the costs of power and water during construction providing the consumption level is appropriate to the needs of the project. If the supply of


power and water to the site are not sufficient for execution of work specified, make other arrangements for a temporary supply, pay all costs associated, and remove at completion of project.

18. Project Identification Sign Not required.

19. Commencement of Work Notwithstanding that possession of the site has been given to the builder, the builder will not be permitted to commence work on the site until he has provided: A. Security required by the Conditions of Contract, as stated in the Annexure to the Conditions of

Contract. B. Insurances: refer Clause 6 above and DOCUMENT 00650 CERTIFICATE OF INSURANCE. C. Secure the site to prevent access by unauthorised persons and install signage “DANGER entry by

authorised persons only” installed on boundaries.

20. Adjacent Premises Ensure where access to an adjacent property is required that the written approval of the owner, not the tenant, is obtained prior to entry, and the permit as signed and witnessed, details the scope, time and arrangements to protect owner or other persons at or near the property and 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.

21. General Attendance on Subcontractors General attendance will include taking delivery, assisting to unload, storing and protecting subcontractor's materials and for allowing subcontractors 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.

22. 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 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.

23. Interference with Existing Services Prior to commencing construction work on site, the builder is to contact Dial Before You Dig or service provider(s), obtain and distribute to all relevant subcontractors and suppliers, details of existing services and is to ensure all requirements for working on, or near any relevant service provider service(s) are complied with, without exception during the works on the site. Notify the architect of connection, disconnection or interference with existing services. Repair, to the satisfaction of the architect, damage which occurs to services during currency of the contract.

24. Damaged Services Where existing services at or adjacent to the site are in non-optimum condition, arrange for an inspection by the architect 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 architect.

25. Solid, Liquid and Gaseous Contaminants Be aware of legal and other requirements for the proper storage, decanting, use and/or disposal of solids, liquid and gaseous contaminants and A. 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. B. 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.

C. Dispose of solid contaminants by removal from the site to locations approved by the relevant authority and obtain certificates of disposal for the builder to demonstrate compliance.

26. Disposal of Refuse

Remove refuse from construction operation (food scraps and the like, daily) from the site at frequent intervals. Prior to removal, ensure the refuse is contained so as to prevent it being discharged in the air or onto adjoining property.

27. Explosive Devices Do not use free flight explosive power tool(s). Use only piston-driven tools, except as approved by the architect. Explosive powered tools that are free flight type may only be used by competent persons authorised by their employer.


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

29. Shop drawings Shop drawings mean complete drawings showing details of fabrication, assembly, installation, fixing and waterproofing methods of specific items or components. 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 architect 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. Produce drawings of consistent standard size and presentation. F. Submit 4 initial copies, 1 of each of the following: Specialist subcontractor, builder, architect,

relevant consultant. Subcontractor submits 4 and gets 1 back. builder submits 4 and gets 2 back. All parties retain 1 copy. If amendments are required, 1 copy will be marked and returned to the builder for amendments to the original shop drawings. (This process may be repeated until the architect 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, 1 copy will be stamped by the architect. Supply 2 additional copies of the satisfactory shop drawings to the architect. Provide also as required for the builder's site office, manufacturers or subcontractors.

H. Acceptance of shop drawings implies only that the builder's interpretations of the relevant requirements of the contract are generally correct, but in no way relieve the builder 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 architect returns the applicable stamped drawings.

NOTE: The builder is to provide as-built drawings and details of all installed in-ground services, including type, location and depth, referenced against known data or reference points so as to prevent unintended contractor damage during future excavation works.

30. 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.

31. General Product Compliance

A. 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.

B. 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.

C. Continued availability: where additional amounts of a product, by its application, are likely to be needed by proprietor at a later date for maintenance and repair or replacement work, provide a standard, domestically produced product which is likely to be available to proprietor at such later date.

D. 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 architect a copy of each set of manufacturer's recommendations which have been used in the work of each trade.

E. Manufacturer's data sheets: where this specification requires, obtain 2 copies of the current data sheets issued by the manufacturer of specified component. Retain 1 copy for use on site and submit the other to the architect as a record of instructions followed on the site.


32. Builder’s Quality Control & Setting Out

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

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 architect.

C. Re-check measurements and dimensions of the Work as an integral step before starting each installation.

D. Engage a Licenced Land Surveyor to set out the works and certify that the set out is as documented in the contract drawings. Builder to notify architect in writing for clarification of any dimensional issues arising and to inspect finished set out before commencing further works. Protect the set out marks from damage during construction. Re-engage surveyor to re-establish any damage or disruption to the set out marks. Builder to rectify any incorrectly built work due to improper set out.

E. 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.

F. Co-ordinate enclosure and closing-in of work with required inspections and tests, so as to avoid necessity of uncovering work for that purpose.

33. Occupational (Workplace) Health, Safety and Environment

The builder is to prepare an Occupational Health, Safety and Environmental Management Plan for the site in compliance with legal or other requirements of the location of the works and include supporting documentation from subcontractors and suppliers undertaking physical activities on the site, so as to ensure the site Occupational Health, Safety and Environmental Management Plan is complete, current, compliant, issued and available for inspection. Provide evidence to the architect of full compliance with the provisions of the relevant legislation. Be responsible for the maintenance of a satisfactory occupational health, safety and environmental management system on site. Provide evidence to the architect of full compliance with the provisions of the relevant statutory and other occupational health, safety and environmental legislation, including relevant codes of practice, Australian standards etc. It is the responsibility of the contractor and subcontractors to implement the workplace occupational health, safety and environmental plan, developed for the site Be aware that the owner, designer, contractor and each party responsible for contributing to the project has a duty of care for compliance with legal requirements for Occupational Health, Safety and Environment compliance during design, construction and when the building is in use. The parties should obtain local legal advice regarding relevant statutory and other requirements.

34. Services Connection to The Site The relevant trade or contractor installing services is responsible for documenting the type, location and depth/height of all services on a plan, provided to the architect, prior to backfilling over installed services. At practical completion the relevant trade/contractor is to provide a detailed services plan for their works at the site.

35. Material/Colour Selections A. The architect/interior designer 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. To facilitate the preparation of such a schedule, submit within fifteen days following date of award of contract, unless otherwise extended by the architect, 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.

36. Miscellaneous Completion Procedures

A. Removal of Protection: except as otherwise indicated or requested by architect, 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 subcontractor is required to be responsible for "broom clean" standard of cleaning in that area.

37. 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. 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 architect at the completion of the project.

38. 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.

39. Warranties Comply with the statutory requirements applicable in the site location. Provide written warranties as set out in trade sections in the specification. All warranties are to commence

after the date of Practical Completion.

40. Authority Approvals and Certificates A. Prior to the issue of Practical Completion Notice for the whole or section of the work, lodge with the

architect relevant certificates issued by local authorities. B. Produce to the architect a certificate of clearance of reinstatement of damage to footpaths and

road, etc. from the appropriate Road Authority or City Engineer before issue of Practical Completion Notice.

41. Contract Stamp Duty

If contract is liable to stamp duty, provide to the architect at time of signing the contract, duty stamps to the value required by the state in which the project is being constructed, together with 1 new copy of the printed Conditions of Contract being used in this project.

42. Asbestos Use no asbestos products or asbestos based materials in any part or parts of this building or its services and ensure that subcontractors, nominated subcontractors, 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 builder.

43. 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. Indemnify the proprietor against claims, damages, costs, charges and expenses in any way whatsoever arising out of the manufacture, use or exercise by the builder of patented invention.

44. Record of Services Obtain from the architect, 2 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. Dimension and check the position of valves, branches, inspection openings and the like 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 to be marked on these sets of drawings and be checked by the builder. Provide the dimensioned drawings to the architect on completion to enable an exact record of the whole installation to be made for use in future maintenance.

45. Payment of workers and subcontractors A. Before the principal makes each payment to the contractor, the architect may, NOT LESS THAN 5

DAYS before a payment certificate is due, in writing request the contractor –


1. to give the architect a statutory declaration by the contractor or, where the contractor is a corporation, by a representative of the contractor who is in a position to know the facts declared, that all workers who have at any time been employed by the contractor on work under the contract have at the date of the request been paid all moneys due and payable to them in respect of their employment on the work under the contract; and

2. to provide documentary evidence to the architect that at the date of the request all workers who have been employed by a subcontractor of the contractor have been paid all moneys due and payable to them in respect of their employment on the work under the contract.

B. Not earlier than 14 days after the contractor has made each claim for payment, and before the principal makes that payment to the contractor, provide to the architect a statutory declaration by the contractor or, where the contractor is a corporation, by a representative of the contractor who is in a position to know the facts declared, that all subcontractors have been paid all moneys due and payable to them in respect of work under the contract.

C. If the contractor fails- 1. within 5 days after a request by the architect to provide the statutory declaration, or the

documentary evidence (as the case may be) required, or fails: 2. to comply with these requirements, payment of moneys to the contractor may be withheld by

the principal until the statutory declaration or the documentary evidence (as the case may be) is received by the architect. If the contractor provides to the architect satisfactory proof of the maximum amount due and payable to workers and subcontractors by the contractor, the principal may not withhold any amount in excess of the maximum amount. At the written request of the contractor, from and out of, moneys payable to the contractor, the principal may on behalf of the contractor make payments directly to any worker or subcontractor. If any worker or subcontractor obtains a court order in respect of moneys referred to in clause B or C above and produces to the principal the court order and a statutory declaration that it remains unpaid, the principal may pay the amount of the order, and costs included in the order, to the worker or subcontractor and the amount paid will be regarded as a debt due from the contractor to the principal. After the making of a sequestration order or a winding up order in respect of the contractor, the principal may not make any payment to a worker or subcontractor without the concurrence of the official receiver or trustee of the bankrupt or the liquidator as the case may be.

46. Tree Preservation

Clearly mark and protect all trees and vegetation identified on the site plan.

47. Disability Access Contractor is to ensure compliance with requirements of AS 1428.1 2009 General requirements for access – New building work.

END OF DOCUMENT


DOCUMENT 00820 ADDITIONAL ARTICLES

END OF DOCUMENT


DOCUMENT 00860 DRAWINGS

Refer to the front page of the drawing set for list of drawings and most recent Issue.

END OF DOCUMENT


DOCUMENT 00870 SCHEDULES & 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:

Section No. Section Name $ Amount Door Hardware – supply only (allow for installation in overall price)

Door Hardware $ 5,000.00 plus GST

External bench seats – 4 No supply only (allow for installation in overall price)

Miscellaneous Fixtures $5,000.00 plus GST

Supply of Tiles (allow for installation in overall price)

Tiling $50.00 per square metre plus GST

Prime Cost Sums Definition: Prime Cost Sum* An amount included in the contract documents to cover the purchase by the contractor of a specified item, such as a particular fixture or fitting, but excluding any associated labour. Allow for the following Prime Cost Sums:

Section No. Section Name $ Amount (per sq. metre)None

*Definitions are quotes from (Standards Australia “Glossary of Building Terms”) SAA HB 50 - 2004 PART II BUILDER’S WORK SCHEDULES IN ALL CASES BELOW THE LOCATION OF AND SIZE OF OPENINGS IS TO BE DISCUSSED ON SITE WITH THE ARCHITECT BEFORE STARTING WORK. SCHEDULE OF BUILDER’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 subcontractor.

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 subcontractor.

4. Supply and installation of door grilles, as nominated or required by mechanical services subcontractor.

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 subcontractor

will provide hot water piping terminating in tails adjacent to outlets.


SCHEDULE OF BUILDER’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 telephone cupboards, etc.

7. Provision of openings for luminaires to sizes required by the electrician.

SCHEDULE OF BUILDER‘S WORK - HYDRAULIC SERVICES Provide for the hydraulics contractor: 1. Pit for Sewer pump.

2. Clear openings through building structure for passage of piping and fittings.

3. Access openings as required for hydraulic pipes.

4. Access doors as required for sewer inspection points.

5. Trenching and back filling and making good of existing road works, for underground hydraulic works,

including gas.

6. Excavate hole for grease traps.

7. Signage for hose reel cupboards

8. Plinth for domestic hot water service.

PART III SCHEDULES & TABLES Note: see schedule of materials in relevant sections of the specification with all other schedules at the end of this

specification.

PART IV REQUIREMENTS BEFORE ORDERING MATERIALS Provide to the architect items listed below. These items are required to be in the architect’s hands before hiring sub-contractors, and before ordering materials for the project. Failure to comply may cause delays to the approval of progress payments.

SECTION NO.

SECTION NAME CLAUSE

02050 Demolition

PART V COPIES OF MATERIAL ORDERS Within 30 days of signing the construction contract, provide to the architect a copy of orders issued to material suppliers for each item required for the contract Payments of the first progress claim may be delayed if this action is not taken. Include with the list descriptions of each ordered item and samples approved by the architect.

END OF DOCUMENT


DOCUMENT 00900 ADDENDA & MODIFICATIONS

Revision Date Description Drawings and spec Clauses

END OF DOCUMENT


SECTION 02315 EXCAVATION & FILL

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Provide excavation and fill as per civil and structural design drawings. Stockpile topsoil for re-use in future landscaping under direction of the architect. Where appropriate, equalize excavation with fill material. Protect all trees and vegetation identified for preservation on the site plan. 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. CO-OPERATE 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 1289 Methods of testing soils for engineering purposes.

There are many parts, 1995 - 2014; each refers to a specific application. 1289.5.1.1 2003 Soil compaction and density tests.

AS 2187 Explosives - Storage, transport and use. AS 3660 Termite management. There are 3 parts –2000-2014. AS 3798 2007 Guidelines on earthworks for commercial and residential developments. AS/NZS 4200 Pliable building membranes and underlays. There are 2 parts.

4200.2 1994 Installation requirements. AS 4678 2002 Earth-retaining structures. AS 4970 2009 Protection of trees on development sites. . There is 1 Amdmt, 2010 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: Select filling spread and complete over sub-grade to compaction 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 National Construction Code. MATERIALS TO BE USED Follow directions provided on structural and civil engineering drawings. Where these documents are silent, use the following:

Item Description Manufacturer Filling Hardcore: 15 to 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. Obtain and confirm the locations, depths and types of underground and overhead services at the site and develop documentation and procedures to ensure service owner requirements are complied with. Clear site, for building and paving, of plants, trees and rocks etc 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 management system. Provide fill and compact in 150 mm layers, to 95% of maximum density, by vibrating or watering. Protect excavations and existing underground or overhead services 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, terminate, remove or protect and record location, type and services located at the site as work progresses and provided details to the principal before burying any service in ground, structure etc.. Inspect and repair membrane before concrete pour. SUBMISSIONS Provide copies of certificates for required tests including but not limited to compaction tests. .

END OF SECTION


SECTION 02360 TERMITE CONTROL MANAGEMENT

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Control and/or management of termites on building sites for new buildings. Work to be by a self-certifying contractor.Termite spray treatment to extend under all concrete slabs including verandahs and paving connected to the building. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Co-operate and co-ordinate with each trade involved in the construction of the building and in particular 02315 Excavation and Fill and 03100 Concrete. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 3660 Termite management.

3660.1 2014 New building work. AS 4349 Inspection of buildings.

4349.3.2010 Timber pest inspections Comply throughout with the current edition of the National Construction Code. Comply with requirements of statutory and local authorities having jurisdiction. MATERIALS TO BE USED ALL CHEMICALS USED MUST BE INCLUDED ON THE APPROPRIATE AUTHORITY’S PESTICIDES REGISTER. Obtain a list of approved members who may quote for the work required. The materials to be used are determined by the method chosen and adopted. Require the sub-contractor to supply a list of materials to be used. Provide equipment needed to effect a treatment which complies with the Australian Standards. PREPARATION Inspect conditions at site before starting work Visit site and inspect conditions, comparing conditions to the drawings before delivery of materials to site. Rectify any discrepancy or unsuitability of substrata. Start of work means total acceptance of conditions. Arrange for co-operation of other trades to ensure effective pest control. Take care of materials. Prevent damage before and during installation. Co-ordinate with and ensure preparatory work by other trades is done prior to commencement of work and arrange for provision and fixing grounds. ON-SITE ACTIONS Start of work means total acceptance of conditions Review service owner requirements for working on, near or over services at the location, locate and identify existing services before excavation commences Comply with appropriate Australian Standard. Protect persons at or near the site and take care of and protect surrounding work, including other finishes, equipment and components, during installation. Provide protective covering where necessary. Ensure copies of material safety data sheets and the way the chemicals are delivered, stored, decanted, used and disposed of comply in all respects with manufacturer’s recommendations contained in technical bulletins. Call for technical advice where necessary. Protect finished work. Clean the site where work of this trade is performed. Remove surplus material. Complete contracted work in accordance with contract documents and written variation orders issued by the architect. SUBMISSION Prior to pouring concrete, submit to architect the termite treatment subcontractor’s self-certification for the treatment.

END OF SECTION


SECTION 02510 WATER DISTRIBUTION

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Provide plumbers self-certified design. Connect supply from branch line provided by Proprietor for this purpose, refer drawings for location of take off point. Supply and install pipes to distribute water from water branch supply to each required outlet. Electrical instantaneous HWS will service hand basins. Kitchenette sink will have cold water supply only. CO-OPERATE 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 1056.1 1991 Storage water heaters – General requirements AS/NZS 1260 2009 PVC-U pipes and fittings for drain, waste and vent application. 2 Amdmts 2011, 2013 AS 1432 2004 Copper tubes for plumbing, gasfitting and drainage applications. AS/NZS 1477 2006 PVC pipes and fittings for pressure applications. 1 Amdmt, 2009 AS/NZS 2032 2006 Installation of PVC pipe systems. 1 Amdmt, 2008 AS 2118 Automatic fire sprinkler systems. There are numerous parts covering domestic and

commercial buildings AS/NZS 2492 2007 Cross-linked polyethylene (PE-X) pipes for pressure applications. AS/NZS 2712 2007 Solar and heat pump water heaters – Design and construction. There are 3 Amdmts,

2011-2014 AS/NZS 3500 Plumbing and drainage. There are numerous parts, 1994-2015 AS 3688 2005 Water supply - Metallic fittings and end connectors. AS 4809 2003 Copper pipe and fittings – Installation and commissioning. AS/NZS 5065 2005 Polyethylene and polypropylene pipes and fittings for drainage and sewerage

applications. HB 263 2004 Heated water systems Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Manufacturer/SupplierCold water pipes Galvanised steel Polyethylene Copper Polybutylene PVC

Refer to Appendices for schedule of sanitary items and tapware PREPARATION Inspect conditions at site before starting work Provide plumbers self-certified design. Design to include supply for landscaping irrigation and building internal fittings, with separate isolation valves for each adjacent to the building. Clearly label the isolation valves. Review service owner requirements for working on, near or over services at the location, locate and identify existing services before excavation commences Prepare trenches and paths of pipes through structure. Builder to form cutouts of minimum size to take pipes. Not to be done by plumber. Protect pipes from corrosion, or deterioration as a consequence of proximity to harmful natural effects by chemical or other reactions or actions resulting from the installation of, extension to or alterations to existing services. Lay out service trenches to minimize runs of pipes, drains and cables. ON-SITE ACTIONS Start of work means total acceptance of conditions Co-ordinate 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 architects showing actual dimensions and locations of pipes. Cover no pipes until local authority has issued certificate. Maintain records of service types, locations and depths and provide as-built documentation to the principal. Protect installation until completion of project. SUBMISSIONS Within 1 week of award of contract, provide a plumber’s self-certified design of proposed work. Prior to Practical Completion, provide a plumber’s self-certification of completed installation.

END OF SECTION


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 and on-site septic tank and absorption trenches. Provide certified plumbing design for entire system, basing the septic tank on a minimum size of 4,000 litres. Apply for permits and pay required fees and charges to responsible authorities. Provide certification of completed installation. CO-OPERATE 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 2009 PVC-U pipes and fittings for drain, waste and vent application. 2 Amdmts 2011, 2013 AS/NZS 1546 On-site domestic wastewater treatment units AS/NZS 2032 2006 Installation of PVC pipe systems. 1 Amdmt, 2008 AS/NZS 3500 Plumbing and drainage. There are numerous other parts 1994-2012

3500.2 2003 Sanitary plumbing and drainage. 3500.3 2015 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements.

AS/NZS 4494 1998 Discharge of commercial and industrial liquid waste to sewer - General performance requirements.

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Notes Sewer drain pipes UPVC sewer grade with solvent joints Concrete for pits etc. 20MPa Pit covers Cast iron or galv. pressed metal Septic tanks RELN Blackwater 4,000 litre septic tank

or equal approved

Absorption trenches As required to suit site conditions and tank capacity.

Provide certified design

Refer to Appendices for schedule of sanitary items and tapware. PREPARATION Inspect conditions at site before starting work Provide plumbing design for approval. Provide calculations for recommended size of tank. When approved, provide certification of design. Apply for permits and pay required fees and charges to responsible authorities. Review service owner requirements for working on, near or over services at the location, locate and identify existing services before excavation commences. Preparation by Excavation & 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. Maintain records of type, depth and location of installed services during installation and provide to principal before backfilling and backfill only after inspection. SUBMISSIONS Within 1 week of award of contract, provide plumbing design. Provide calculations for recommended size of tank. When approved, provide certification of design. Prior to Practical Completion provide certification of completed installation. .

END OF SECTION


SECTION 02820 FENCES & GATES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and installation of Colorbond fence and gates as screen for evaporative air conditioner. Supply and install gates to lobby area to toilets. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Metalwork, concrete, painting, mechanical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 1725 2010 Chain-link fabric security fencing and gates. AS 1926 Swimming pool safety. There are 3 more parts.

1926.1 2012 Safety barriers for swimming pools. 1926.2 2007 Location of safety barriers for swimming pools.

AS 2423 2002 Coated steel wire fencing products for terrestrial, aquatic and general use. AS 2820 1993 Gate units for private swimming pools. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description NotesGate G1 and G2 2500mm high gates of round-section steel pickets

with plain caps. Use a minimum of 4 rails. Provide lockable padbolt closing at 1m above ground level to SHS column at closing point. Provide drop bolts to inside of each gate to secure gates in open position when Chapel is in use. Provide 3 hinges per gate, to allow 180 degree opening – note gates are set within thickness of block wall so parliament-type hinges will be required.

Powdercoat finish - Charcoal

Gates G3 and G4 900mm wide x 2100mm high gate of round-section steel pickets with plain caps. Provide lockable padbolt closing at 1m above ground level.

Powdercoat finish - Charcoal

Screen fence Extent and layout of fence shown on drawings. Provide galvanised steel rails to top and bottom, and intermediate rails as required. Cladding to be Colorbond Longline to match adjacent west wall of tower, with capping to match.

PREPARATION Inspect conditions at site before starting work Prepare concrete footings for posts. ON-SITE ACTIONS Start of work means total acceptance of conditions Place concrete bracing for footings. Construct fence vertical, straight and brace at corners. Construct to structural engineer’s details, and according to architectural drawing. Ensure certifier makes any required inspections. SUBMISSIONS None.

END OF SECTION


SECTION 03310 CONCRETE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install termite management system, concrete, reinforcing steel, formwork, for strip footings, floor slabs, verandah and paving to extent shown on drawings. Install waterproof membrane as shown on drawings before pouring concrete slab directly on the ground. CO-OPERATE 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. AS 1012 Methods of testing concrete. There are numerous parts, 1991-2014. AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 1428 Design for access and mobility.

1428.1 2009 General requirements for access – New building work. There are 5 other parts. 1992 – 2010.

AS 2870 2011 Residential slabs and footings- Construction. AS 2876 2000 Concrete kerbs and channels (gutters) - Manually or machine placed. AS 3600 2009 Concrete structures. There are 2 Amdmts 2010, 2013 and 1 Supplement 2014. AS 3610 1995 Formwork for concrete. There are 2 Supplements.

3610.1 2010 Documentation and surface finish. AS/NZS 3661 Slip resistance of pedestrian surfaces.

3661.2 1994 Guide to the reduction of slip hazards. AS 3727 1993 Guide to residential pavements. AS/NZS 4586 2013 Slip resistance classification of new pedestrian surface materials. AS 4654 Waterproof membranes for external above ground use

4654.1 2012 Materials 4654.2 2012 Design and installation

AS/NZS 4671 2001 Steel reinforcing materials. AS/NZS 4858 2004 Wet area membranes. HB 64 2002 Guide to concrete construction. HB 71 2011 Re-inforced concrete design in accordance with AS 3600 2009. HB 84 2006 Guide to concrete repair and protection. HB 155 2002 Guide to the use of recycled concrete and masonry materials. HB 197 199 An introductory guide to the slip resistance of pedestrian surfaces. CCA* T49 2003 Guide to Residential Floors (*Cement Concrete & Aggregates Australia). CCAA T57 Guide to Off-form Concrete Finishes (Cement Concrete & Aggregates Australia) Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Location Reinforcing steel: IDENTIFY Clean, no mud, oil or rust.

Provide bar chairs

Waterproofing membrane: 0.2mm thick plastic premium quality Concrete IDENTIFY STRENGTH at 28 days.

Use no additives without authority

PREPARATION Inspect conditions at site before starting work Review service owner requirements for working on, near or over services at the location, locate and identify existing services before excavation commences Prepare surfaces to receive concrete smooth, clean and 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 and prevent movement during pour, maintain required concrete cover. Comply with structural engineer’s requirements for joints, splices etc. of reinforcement. Finish exposed floor surfaces: unless specified elsewhere, apply broom finish to verandah and external paving, steel trowel finish to internal concrete floors. Provide set downs for concrete screeds. Provide fall to outlets. 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 cement rendered/made good to architects and/or proprietors satisfaction at no cost to proprietor.


SUBMISSIONS Submit required results of required strength testing.

END OF SECTION


SECTION 03365 POLISHED OR COLOURED CONCRETE FLOORING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install materials specified below for cutting and polishing concrete floors. Ensure that experienced, specialized contractors are engaged for polished concrete finishes. Consult with specialist polished concrete contractors before structural concrete floor slabs are poured, to ensure all procedures to be used are correct and fail safe. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work: Concrete, concrete screeds, painting. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition AS 1379 2007 Specification and supply of concrete. There is an Amdmt 2009; Supplement 2008. AS 2870 2011 Residential slabs and footings - Construction. AS 3600 2009 Concrete structures. There are 2 Amdmts 2010, 2013 & 1 Supplement 2014 AS/NZS 3661.2 1994 Slip resistance of pedestrian surfaces – Guide to the reduction of slip hazards. AS/NZS 4586 2013 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2013 Slip resistance measurement of existing pedestrian surfaces. HB 64 2002 Guide to concrete construction, Chapter 8, Part 2 Finishing concrete flat work. HB 71 2002 Reinforced concrete design in accordance with AS 3600 2009. HB 197 199 An introductory guide to the slip resistance of pedestrian surfaces. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item DescriptionPigment None Concrete Cut and polishing to be applied to structural slab Chemical curing compounds Do not use Finish/sealer Refer to Painting section

Thoroughly clean floors before application, apply with lambswool cloth. 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 a sample of 2 square metres of completed floor polishing in Celebrant Preparation Room or other approved location. Stop. When approved by architect, continue. Retain sample for reference until all floor polishing is complete. Obtain approval to cover up or remove. Refer to Painting section for required sample of floor sealer Read and comply with the manufacturers recommendations for the storage, decanting, use and disposal of chemicals/substances. Prepare to apply finishing treatment at the agreed-upon time arranged with the architect. ON-SITE ACTIONS Start of work means total acceptance of conditions. Procedure for grinding and polishing new concrete Ensure that new concrete is cured and hard enough. 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. 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 selected clear sealer H. When sealer is hard enough, buff sealer if required 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.

END OF SECTION


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, damp proof course, anchors etc.) Include staging, scaffolding and cleaning. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, structural steel, wall framing, doors, stone masonry. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 1316 2003 Masonry cement. AS/NZS 1576 Scaffolding. There are 6 parts, 1995 - 2013. AS/NZS 2699 Built-in components for masonry construction. There are 3 parts 2000 - 2002. AS/NZS 2904 1995 Damp-proof courses and flashings. There are 2 Amdmts, 1998, 2013 AS 3700 2011 Masonry structures. There are 2 Amdmts 2012, 2015. AS/NZS 4455 Masonry units, pavers, flags and segmental retaining wall units. - There are 3 parts,

2008 - 2010 AS 4773 Masonry in small buildings. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item DescriptionBlocks 200 series generally

150 half height series to accommodate sandstone inserts to wall Strength 12 Colour - general Brighton Light with matching mortar colour Colour – to bottom 2 courses of blockwork

Charcoal with matching mortar colour

Mortar 6 parts sand, 1 part cement, 1 part lime Joints - finish Flush joints Wall ties To AS3700 Damp proof course Required Expansion (control) joint See engineer’s detail Lintels See engineer’s detail Bond beams See engineer’s detail Core fills See engineer’s detail

PREPARATION Inspect conditions at site before starting work Before commencing on site review service owner requirements for working on, near or over services documentation on existing services, locate and identify existing services before working over or near them so as not to damage them. Review work with other trades, piping, ducts etc. Clean base before laying masonry. Set doors and windows plumb and brace. Construct a sample wall of 3 square metres. Stop. When approved by architect continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Machine mix. Mortar life: 2 Hours. Joints: flush. 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. Clean with 5% hydrochloric acid to face work. Chasing walls: not more than 1/3 wall thickness for conduits etc. Hot dip galvanise lintels in external openings. COMPLETION Complete work in accordance with instructions and written variation orders.

END OF SECTION


SECTION 04850 STONE CLADDING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, cut and pre-finish sandstone tile inserts to concrete block walls. Fix cladding to reinforced blockwork with glue. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Blockwork, Doors. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 1316 2003 Masonry cement. AS/NZS 1576 Scaffolding. There are 6 parts, 1995 - 2013. AS/NZS 2904 1995 Damp-proof courses and flashings. There are 2 Amdmts, 1998, 2013 AS 3700 2011 Masonry structures. There are 2 Amdmts 2012, 2015 Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Manufacturer/Supplier Sandstone ‘tiles’ Selected local central Australian sandstone in

mainly reds and white tones, maximum 10% total of yellow and orange. ‘Tiles’ to be 50mm(nominal) thick x 90mm high. Lengths may vary. Face finish – smooth honed surface

Sourced locally, can be newly cut or second hand. Thickness of sandstone inserts to be suitable for flush external finish

Mortar 6 parts off white sand, 1 part cement, 1 part lime Mortar colour to match adjacent blockwork (not sandstone)

Glue Selleys Liquid Nails Landscape or equivalent approved

Apply in accordance with manufacturer’s recommendations

Sealer Refer to Painting Section for clear sealer PREPARATION Inspect conditions at site before starting work Review work with other trades, piping, ducts etc. Clean base before laying stone cladding. . ON-SITE ACTIONS Start of work means total acceptance of conditions Machine mix the mortar. Mortar life: 2 Hours. Joints: flush joints to approved sample. Sandstone inserts to finish flush with face of blockwork. Sandstone inserts to continue around reveals and corners of all visible surfaces of blockwork. Construction joints in stone to align with construction joints in blockwork. Clean finished stonework with 5% hydrochloric acid to face work. Clear seal finished work SUBMISSIONS None

END OF SECTION


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 architect. CO-OPERATE 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. AS/NZS 1554 Structural steel welding, There are 7 parts, 2003-2014. AS 1627 Metal Finishing - Preparation and pretreatment of surfaces. There are 7 parts, 1997-

2005. AS/NZS 2312.1 2014 Guide to the protection of structural steel against atmospheric corrosion by the use of

protective coatings – Paint coatings AS 4100 1998 Steel structures. There is 1 Amdmt 2012 and a Supplement – Commentary. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. AS/NZS 4994.2 2004 Temporary edge protection - Roof edge protection – Installation and dismantling HB 48 1999 Steel structures design handbook. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Refer to Structural engineer’s documentation. PREPARATION Inspect conditions at site before starting work Before commencing on site review service owner requirements for working on, near or over services documentation on existing services, locate and identify existing services before working over or near them so as not to damage them. Advise architect 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 concreter for building in. Comply with structural engineer’s 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/NZS 1554. Advise architect 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. SUBMISSIONS Submit any test results, photographic evidence, or other items required in the structural documentation.

END OF SECTION


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 and miscellaneous framing. CO-OPERATE 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/NZS 1170 Structural design actions. There are many parts, 1989 - 2011 and Supplements. AS 3623 1993 Domestic metal framing. AS/NZS 4600 2005 Cold-formed steel structures. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Design, engineer and fabricate by an approved fabricator in the workshop before delivery to the site. 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. Preassemble and match mark before delivery. PREPARATION Inspect conditions at site before starting work Before commencing on site review service owner requirements for working on, near or over services documentation on existing services, locate and identify existing services before working over or near them so as not to damage them. 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. SUBMISSIONS Where structural engineer requires ‘design and construct’ framing, submit structural certification.

END OF SECTION


SECTION 05580 MISCELLANEOUS FIXTURES

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply and install metalwork items shown on the Architectural and Metalgoods Schedule. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Linings, claddings, cold-formed steel framing to provide backing for wall-mounted fittings. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 1554 Structural steel welding, There are 7 parts, 2003-2014. AS 1627 Metal finishing – Preparation and pretreatment of surfaces. There are 7 parts, 1997-

2005. 1627.5 2003 Pickling

AS/NZS 1664 Aluminium structures. There are 2 parts and 2 Supplements., 1997 AS/NZS 1665 2004 Welding of aluminium structures. AS/NZS 1841 Portable fire extinguishers:

1841.1 2007 General requirements, 1841.2 2007 Specific….. water type, 1841.3 2007 Specific….. wet chemical type, 1841.4 2007 Specific….. foam type, 1841.5 2007 Specific….. powder type, 1841.6 2007 Specific…..carbon dioxide type, 1841.7 2007 Specific….. vaporising-liquid type, 1841.8 2007 Specific….. non-rechargeable type.

AS/NZS 4353 1995 Portable fire extinguishers - Aerosol type. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Refer also to ENWARE Schedule in appendices Locate all DA (disabled accessible fixtures) in accordance with AS1428 Provide first fill of all items with consumables

Miscellaneous Fixtures Schedule

Item Selection Number & Location Joinery handles Madinoz MDZ 200 stainless steel D-pulls

Use 320mm long typically unless smaller size required for application. Mount horizontally to drawers and cupboard doors.

Use for all cupboard doors and drawers where a handle is required for opening

Toilet roll holder INITIAL Signature range Jumbo toilet roll dispenser

One per pan except disabled pan

Soap dispenser - general Oz Washroom SF1068 foaming Soap Dispenser - white

One per basin

Paper Towel dispenser INITIAL Signature Range Folded Paper Towel Dispenser - white

One per basin

Toilet roll holder (DA) JD MacDonald 7305 Adjacent disabled accessible toilet pan

Soap dispenser (DA) JD MacDonald 0340 Adjacent disabled accessible basin Paper Towel dispenser (DA)

JD MacDonald 0210 Adjacent disabled accessible basin

Door sign (DA) Female ambulant-accessible toilet sign Black on brushed stainless steel To comply with AS1428.1

To door D7

Door sign (DA) Male ambulant-accessible toilet sign Black on brushed stainless steel To comply with AS1428.1

To door D9

Door sign (DA) Unisex disabled-accessible toilet sign Black on brushed stainless steel To comply with AS1428.1

To door D8

Hooks (DA) JD MacDonald 0751 To comply with AS1428.1 Shelf (DA) Stainless Steel shelf

JD MacDonald 0692 To disabled toilet And to comply with AS1428.1


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 architect 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 damaged 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. SUBMISSIONS Provide manufacturer’s operation and maintenance manuals, and warrantees for all proprietary fixtures.

END OF SECTION


SECTION 06100 CARPENTRY

https://au.fsc.org/SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Plywood linings, skirtings. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Concrete, brickwork, wall lining, plumbing, electrical, insulation, painting, fibre cement products. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 1170 Structural design actions. There are many parts, 1989 - 2011 and Supplements. AS 1428 Design for access and mobility.


AS 1604 Specification for preservative treatment 1604.1 2012 Sawn and round timber 1604.2 2012 Reconstituted wood-based products 1604.3 2012 Plywood 1604.4 2012 Laminated veneer lumber (LVL) 1604.5 2012 Glued laminated timber products

AS 1684 Residential timber-framed construction. 1684.2 2010 Non-cyclonic areas. Numerous Supplements 2010 Amdmt 2012 1684.3 2010 Cyclonic areas. Numerous Supplements 2010 1684.4 2010 Simplified - Non-cyclonic areas. There are many parts, Supplements and Amdmts.

AS 1720 Timber structures. There are 3 parts, 2006- 2010. AS/NZS 1859 Reconstituted wood-based panels – Specifications. There is 1 other part, 2004.

1859.1 2004 Particleboard. 1859.2 2004 Dry processed fibreboard. 1859.3 2005 Decorative overlaid wood panels.

AS 1860.2 2006 Particleboard flooring – Installation. 1 Amdmt, 2010 AS/NZS 2269.0 2012 Plywood – Structural – Specifications AS 3959 2009 Construction of buildings in bushfire-prone areas. 3 Amdmts 2009-2011 AS 4055 2012 Wind loads for housing. AS 4226 2008 Guidelines for safe housing design. AS/NZS 4994.2 2004 Temporary edge protection - Roof edge protection – Installation and dismantling HB 44 1993 Understanding the Timber Framing Code – a guide to AS 1684 1992. Comply with recommendations of the National Assoc. of Forest Industries Technical bulletins. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Use certified recycled rainforest or recycled old growth forest timbers where feasible. Otherwise use only approved certified rain forest or old growth forest timbers. Preference is to be given to timber supplies from certified plantation sources. Use only low VOC adhesives and ensure that no phenolic compounds are present. Use dry, well-seasoned timbers for exposed beams and rafters. Plywood Linings – Walls and Ceilings Use 9mm exterior grade plywood with A bond, BB grade Hoop Pine faces, installed horizontally, expressed joins, with 10mm shadow line. Mount plywood using a concealed fixing system such as Laminex Buttonfix or similar approved. Plywood finish – clear sealed, see Painting Section. Skirtings No skirtings required in WCs as lower walls are tiled. Timber skirtings – 90 x 19mm Vic Ash or similar Australian hardwood with splayed top edge, paint finish. Location – to Celebrant Preparation Room, Display Room and Kitchen (except where noted otherwise) Aluminium Flush Skirtings – ALTRO SL95 shadowline skirting, paint finish Location – to all internal walls with plywood linings, and to walls of ‘tower’. Note – remove plasterboard flushing leg from the skirting section when used in conjunction with plywood, butt ply lining to top of section. Aluminium Direct Stick Skirting – ALTRO Ezyskirt 10mm direct screwed aluminium skirting, paint finish Location - to outside face of plywood sliding doors and to Kitchenette wall with sliding door.


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 Review service owner requirements for working on, near or over services at the location, locate and identify existing services before excavation commences. Comply with Timber Framing Code (AS 1684). Review drawings when erecting framing and provide additional framing at every location where extra loads will be applied to finished walls. Ensure that all timber and wood products are isolated from dampness and potential dampness. External timber posts should be kept supported by metal brackets cast into concrete pads or sitting on ‘granite’-guard type small fine aggregate to deter termite access. This should be installed to the supplier’s details. 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. Supply and install timber decks using dry safe non-CCA treated pine, grooved on the underside to control shrinkage as shown on drawings. Construct roof space manhole and locate as shown on drawings. Fix pervious sarking (eg Tyvek) to outside face of studs under external cladding. SUBMISSIONS None.

END OF SECTION


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, external cladding, wet area wall lining, partitions. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall framing, ceiling framing, plumbing, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 2329 1999 Mastic adhesives for fixing wallboards. AS/NZS 2908 Cellulose-cement products.

2908.2 2000 Flat sheet. Comply with relevant Technical Bulletins and published instructions produced by manufacturer. Comply with requirements of relevant statutory authorities, and National Construction Code. MATERIALS TO BE USED

JAMES HARDIE PRODUCTS CSR BUILDING MATERIALS EQUIVALENT (cemintel.com.au)

Hardiflex Thickness: 4.5,6.0 Cladding sheet 4.5, 6.0 Villaboard Thickness: 6.0. 9.0, 12.0 Wallboard FC 6.0, 9.0, 12.0 Versilux Thickness: 6.0 sq. edge 6.0 Hardies eaves 4.5mm Eaves lining 4.5 Compressed sheet 6.0, 9.0, 12.0, 15.0, 18.0, 24.0 Compressed sheet

decking 6.0, 9.0, 12.0, 15.0, 18.0, 24.0

Supply all accessories required for each application. PREPARATION Inspect conditions at site before starting work Tradesmen with wide experience and knowledgeable in this class 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. Remove surface defects to achieve uniform appearance of each type of installation. Make good damage in every respect at no additional cost to the proprietor. 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. Joints – taped and flushed. SUBMISSIONS None.

END OF SECTION


SECTION 07140 WET AREA MEMBRANE

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Location: Typically to floors and walls of wet areas: Including bathrooms, 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 height and width not less than 450mm to wall areas immediately adjacent and behind a bath, sink or similar fixture. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Blockwork, concrete, fibre cement, plasterboard, ceramic tile. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition AS 3740 2010 Waterproofing of domestic wet areas. 1 Amdmt 2012 AS/NZS 4858 2004 Wet area membranes. Current written instructions provided by tanking material manufacturer. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Type: Liquid applied, moisture curing, polyurethane liquid membrane. Proprietary item: “Vulkem Non-exposed” system by Tremco Pty Ltd, http://www.tremco.com.au/products/vulkem-nem.aspx. Alternatives: Type: Any proposed alternatives to the system specified below: provide a proprietary liquid applied or sheet membrane system which complies with AS/NZS 4858and is suitable for use as a waterproofing system 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. Comply with manufacturer OHS&E recommendations 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 Tremflex PU1 at the intersection of the vertical and horizontal surfaces. Primer: Prime porous substrate (concrete/cement) typically with Vulkem 171. Prime non-porous materials (metals/plastics) typically with Tremco Primer No 181. Joints and penetrations: On the same day of priming, seal joints and penetrations with Vulkem 931 sealant. First coat: On the same day as priming, apply a coat of Tremco Vulkem Non-exposed to a minimum wet film thickness of 1.5mm to floors and walls in a single operation. If delayed beyond that day reprime-prime in accordance with manufacturer’s 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. SUBMISSIONS None.

END OF SECTION


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. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall and roof framing, roofing, wall lining, blockwork, suspended ceiling. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 3999 1992 Thermal insulation of dwellings - Bulk insulation - Installation requirements, Amdmt

2012 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. 4859.1 2002 General criteria and technical provisions.

HB 63 1994 Home insulation in Australia – recommended insulation levels for all states as per AS 2627.1.

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED No variations to the selected materials will be accepted without written approval Roof Insulation Location: > To roofs over all fully enclosed areas and verandahs. Type: >Fibre glass blanket. R Value: >refer schedule below Installation: >See schedule below

Wall Sarking Extent: >To full extent of external steel framed walls. Wall Insulation Location: > To full extent of external steel framed walls. Type: > Semi-rigid fibreglass batts R Value: >refer schedule below

Acoustic Insulation Refer schedule below.

Insulation Schedule Type & Selection Extent Installation location R3.5 Bradford Gold batts 185mm thick Or equivalent

Over all enclosed areas and verandah. Not required over eaves.

Installed over ceilings.

R2.7 Bradford Gold batts 90mm thick Or equivalent

External steel framed walls and internal bulkheads.

Between studs or other framing, provide support where framing is not lined on both sides.

R2.5 Bradford Soundscreen acoustic insulation or equivalent 88mm thick or equivalent

To internal perimeter walls and dividing walls between toilets

Installed between wall framing/studs

Install wall and roof insulation where required to form a completely insulated enclosure around internal spaces, excepting doors and windows and service penetrations. 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. Deliver materials to site in manufacturer’s packaging and labels. ON-SITE ACTIONS Start of work means total acceptance of conditions. Comply with manufacturer OHS&E Recommendations. Comply with manufacturer’s current written instruction. Install insulation to the following areas and structures.

END OF SECTION


SECTION 07465 METAL CLADDING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Metal cladding and sarking. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Roof framing, wall framing, storm drainage, wall openings (windows and doors), services. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 1170 Structural design actions. There are many parts, 1989 - 2007 and Supplements as

Commentaries. AS 1562 Design and installation of sheet roof and wall cladding, There are 3 parts, 1992-2006. AS 3999 1992 Thermal insulation of dwellings – Bulk insulation – Installation requirements. Amdmt

2012 HB 39 1997 Installation code for metal roof and wall cladding. HB 63 1994 Home insulation in Australia – recommended insulation levels for all states as per AS

2627.1. Comply with state requirements and codes of practice in relation to work on scaffolding. Refer to cladding manufacturer’s written installation instructions for material specific detailing (eg. zinc, copper) Refer Fall Arrest equipment (scaffold) trade section. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Material

Metal cladding (siding) Bluescope Steel Longline 305 0.7 bmt, Colorbond finish, refer Colour Schedule for colours

Wall Sarking Provide to all external walls

PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place and workers follow manufacturer OHS&E requirements. Ensure wall framing is in place and secure. Ensure safety equipment is in place. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with recommendations in HB 39 (see above), Installation code for metal roof and wall cladding. Install each item in accordance with manufacturer’s current written instructions. Form penetration flashings neatly with material matching cladding material or install EPDM collars (flues etc) or as detailed. Provide flashings at all junctions with adjacent surfaces (lower roofs) lapped 150mm. Step flashings evenly. Finish top corners to a line parallel to the relevant slope. Close and seal ends of cut ribs where exposed. Seal joints with compatible sealant. Secure downpipes and rainwater heads (or similar) through cladding to suitable structure or furring beyond.

END OF SECTION


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, translucent roofing. Roof anchors to be installed before commencement of work. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Roof framing, wall cladding, storm drainage, fall arrest equipment (mandatory), Skylights (08620). COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 1170 Structural design actions. There are many parts, 1989 - 2011 and Supplements and

Amdmts. AS 1273 1991 Unplasticized PVC (UPVC) downpipe and fittings for rainwater. AS 1562 Design and installation of sheet roof and wall cladding, There are 3 parts, 1992-2006

with Amdmts 2012. AS/NZS 3500 Plumbing and drainage. There are numerous other parts, 1994-2003.

3500.3 2015 Stormwater drainage 3500.3.1 1998 Stormwater drainage - Performance requirements. 3500.5 2012 Housing installations.

AS 3999 1992 Thermal insulation of dwellings – Bulk insulation – Installation requirements. Amdmt 2012

AS 4285 2007 Skylights AS/NZS 4389 1996 Safety mesh. HB 39 1997 Installation code for metal roof and wall cladding. HB 63 1994 Home insulation in Australia – recommended insulation levels for all states as per AS

2627.1. HB 114 1998 Guidelines for the design of eaves and box gutters. Comply with State requirements and codes of practice in relation to work on roofs. Refer Fall Arrest equipment trade section. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Trade Name Finish Base Metal ThicknessMetal roof - general

0.42 Custom Orb Colorbond colour to be selected

0.42

Metal roof – solid section of tower roof

0.42 Trimdek Hiten Colorbond colour to be selected

0.42

Gutters and Downpipes

No eaves gutters required

Flashing and valley gutters

To match most visible adjacent surface unless noted otherwise

0.55

PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place and workers follow manufacturer OHS&E requirements. Ensure framing is in place and secure. Terrain Category: Ensure safety equipment is in place. Install safety mesh in accordance with AS/NZS 4389 Safety mesh. Where flashing colour selection is not clear, refer to architect. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with recommendations in HB 39 (see above), Installation code for metal roof and wall cladding. 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 debris from gutters and downpipes. Test on completion.

END OF SECTION


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 OHS&E. legislation. 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 32, OH and S. Ensure that every person working above ceiling or eaves level is fully trained in use of the equipment. CO-OPERATE 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. AS 1657 2013 Fixed platforms, walkways, stairways and ladders – Design, construction and

installation – Design, construction and installation.. AS/NZS 1891 Industrial fall-arrest systems and devices. There are 2 other parts, 1997 – 2001and a

Supplement. 1891.1 2007 Harnesses and ancillary equipment. 1891.4 2009 Selection, use and maintenance.

AS/NZS 4801 2001 Occupational health and safety management systems - Specification with guidance for use.

AS/NZS 4994.2 2004 Temporary edge protection - Roof edge protection – Installation and dismantling AS 6001 1999 Working platforms for housing construction Comply with State requirements and codes of practice in relation to work on roofs. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Submit relevant drawings to suppliers or manufacturers of suitable equipment. Obtain suppliers lists of recommended materials. 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. ON-SITE ACTIONS Start of work means total acceptance of conditions Secure each item in accordance with Australian Standards. Arrange with the builder 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.

END OF SECTION


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 Door and Door Frames Schedule. CO-OPERATE 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. There is a Supplement. AS 1428 Design for access and mobility.


AS 2047 2014 Windows and external glazed doors in buildings. AS 4145 Locksets and hardware for doors and windows. There are 5 parts, 2001 - 2011.

4145.1 2008 Glossary of terms and rating system. 4145.2 2008 Mechanical locksets for doors and windows in buildings.

AS 4505 2012 Garage doors and other large access doors. AS 5007 2007 Powered doors for pedestrian access and egress. AS 5039 2008 Security screen doors and security window grilles. AS 5040 2003 Installation of security screen doors and window grilles. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Steel Door Frames Pressed steel 1.6mm thick single (or double) rebate fully welded frames with floor spreader. Provide 8 or 10, 3mm wire ties per frame for building into walls and two black stops on closing side. Supply steel frames with shop applied rust inhibitive paint. Door Schedule

Door Location DescriptionSliding doors D1a, D1b, D1c, D2a, D2b, D2c Doors stack in cavity/recess.

External doors to verandah

Custom made door leafs nominally 45 x 125 aluminium RHS frame with 40mm Thermoclick glazing in proprietary edge channel, Perforated 1mm aluminium sheet screen fixed to face – Locker Group Part L25443 with slotted perforations (Code A: horizontal holes, aligned). 2 custom made sheets per door, 900 wide x nom 2390 high made with solid borders to 4 sides (screens do not fully cover face), 2 aluminium rails and additional perimeter frame to support perforated sheet – 40 x 20 x 3 aluminium hollow section. Refer detail on drawings

Double hinged doors D3

External doors to north west corner

Custom made door leafs nominally 45 x 100 aluminium RHS frame with 40mm Thermoclick glazing in proprietary edge channel,

Face sliding doors D5, D6

Internal doors to Kitchenette and Display Room

Aluminium framed door with 9mm ply to full extent of both faces. Plywood to match wall lining in nave. Plywood fixed to frames with exposed nickel-plated dome headed screws, layout of screws to be approved by architect.

Doors D4, D7, D8, D9 – solid core flush panel with pressed steel frames

To Celebrant Preparation Room and 3 Toilets

Thickness: 40mm Core: Particleboard Face: Plywood veneer, hardboard, waterproofing plywood, edge strips of 10mm hardwood

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 architect, 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. Install Door Seals to scheduled doors following painting and installation of furniture. Check and clean on completion.

END OF SECTION


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 glazing, flyscreens. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Carpentry, frames, blockwork, wall framing. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 1170 Structural design actions. There are many parts, 1989 - 2011 and Supplements and

Amdmts. AS 1288 2006 Glass in buildings – Selection and installation. AS 2047 2014 Windows and external glazed doors in buildings . AS 3715 2002 Metal finishing - Thermoset powder coatings for architectural applications… AS 3959 2009 Construction of buildings in bushfire-prone areas. 3 Amdmts 2009-2011 AS 4145.2 2008 Mechanical locksets for doors and windows in buildings AS/NZS 4666 2012 Insulating glass units. AS/NZS 4680 2006 Hot-dip galvanised (zinc) coatings on fabricated ferrous articles. HB 125 2007 The glass and glazing handbook. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Selection Supplier Louvres L1 (ventilation louvres) To south-west corner of building.

Coolite Louvre assembly With Thermoclick glazing in proprietary edge channels, and additional 40 x 40 aluminium ‘L’ to overlap louvre below

Austral Monsoon Building Products

Louvres L2 and L3 (ventilation louvres) To upper level walls of tower

Altair Power Louvre with motorised operation Powdercoated aluminium blades 152mm wide, colour to be selected. With flyscreen to inside

PREPARATION Inspect conditions at site before starting work Provide necessary anchors for building into masonry openings. ON-SITE ACTIONS Start of work means total acceptance of conditions Ensure framing is suitable for installation of louvre system. Comply with AS 2047. Install glazing to manufacturer’s instructions with correct sealants.

END OF SECTION


SECTION 08620 SKYLIGHTS

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Roof anchors to be installed before commencement of work. Supply and installation of skylights with associated ventilation. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work. Roof framing, roofing material, ceiling linings COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 4285 2007 Skylights Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Skylight is AMPELITE Thermal Skylight System See drawings for extent. PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place. Follow manufacturer written instructions. Ensure related parts of the building are secure and will not be damaged during installation ON-SITE ACTIONS Start of work means total acceptance of conditions Obtain manufacturer’s drawings and details of each item. Comply with manufacturer written instruction. Ensure all flashings and waterproofing is in accordance with the manufacturer’s details. Co-operate with relevant trade installer. Install securely. Apply appropriate sealants in accordance with instructions. COMPLETION Complete work in accordance with instructions and written variation orders to satisfactory performance.

END OF SECTION


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 appendices. Note provisional sum to be used until door hardware schedule is finalised CO-OPERATE WITH THESE OTHER TRADE to resolve possible problems before starting work Doors and door frames, Metal windows, Timber windows. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 4145 Locksets and hardware for doors and windows.

4145.1 2008 Glossary of terms and rating system. 4145.2 2008 Mechanical locksets for doors and windows in buildings. 4145.3 2001 Mechanical locksets for windows in buildings. 4145.4 2002 Padlocks 4145.5 2011 Controlled door closing devices

Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Manufacturer/SupplierHinges Pivots Sliding hardware Folding hardware Other hanging hardware Locks Magnetic locks Electromagnetic locks Card key locks Hydraulic locks Pneumatic locks Latches Exit devices Cylinders Closers Holders Push plates Pull plates Kick plates Weather stripping Acoustic seals Master key Grand master key

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 architect, 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. Remove furniture prior to painting – refit when complete and install door seals. Lubricate hinges and locks and provide two keys to each lock. SUBMISSIONS Provide keys as required. Provide manufacturer’s maintenance and operational manuals, and warrantees made out in the name of the Principal.

END OF SECTION


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. Fire-rated walls. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall, frames, thermal/acoustic insulation, carpentry, brickwork, blockwork, suspended ceiling, electrical. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 2589 Gypsum linings in residential and light commercial construction – Application and

finishing – Gypsum plasterboard. There are 2 parts, 1997. AS 3740 2010 Waterproofing of domestic wet areas. 1 Amdmt 2012 HB 161 2005 Guide to plastering Comply throughout with the current edition of the National Construction Code. Comply with manufacturer’s technical bulletins: MATERIALS TO BE USED Standard 10mm plasterboard 10mm ‘Unispan’ or equivalent to ceilings PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place and workers follow manufacturer OHS&E requirements. Ensure framing is complete and electrical and other wiring is in place. Ensure thermal/acoustic insulation is correctly installed and shall not be compressed by plasterboard before proceeding. Install a sample, width of one wall (about 3 metres). Stop. When approved by architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply with plasterboard manufacturer’s current written instructions. Form dropwalls, recesses, access holes as required. In wet areas ensure compliance with AS 3740 Waterproofing of wet areas. Install shadowline bead in lieu of cornices.

END OF SECTION


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. CO-OPERATE 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 – Specifications There are 2 other parts.

1859.1 2004 Particleboard 1859.2 2004 Dry-processed fibreboard.

AS/NZS 2589 Gypsum linings in residential and light commercial construction – Application and finishing. There are 2 parts, 1997.

AS 3623 1993 Domestic metal framing. AS 3740 2010 Waterproofing of domestic wet areas. 1 Amdmt 2012 AS/NZS 4600 2005 Cold formed steel structures. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Manufacturer/SupplierMetal wall framing Select from Manufacturer’s technical

bulletins IDENTIFY TYPE

Timber framing F 5 pinus plates, studs, nogging generally 65mm x 38-45 thick.

Plasterboard walls 10mm, 13mm thick Plasterboard wet areas 10mm, 13mm thick water resistant Flexible plasterboard 10mm thick Metal sections IDENTIFY (P Numbers) Rondo Wall lining material IDENTIFY TYPE Cornice Type Girth Name

PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place and workers follow manufacturer OHS&E requirements. Ensure electrical wiring and other work is completed before installing linings. Ensure thermal/acoustic insulation is correctly installed and cannot be compressed by plasterboard before proceeding. Install a sample, width of one wall (about 3 metres). Stop. When approved by architect, 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. Install other wall lining materials in accordance with manufacturer’s written instructions.

END OF SECTION


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. Refer drawings for extent of tiles – all toilet area floors to be tiled, all toilet area walls to be tiled up to 1200mm above floor level. CO-OPERATE 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 1428 Design for access and mobility.


AS/NZS 3661.2 1994 Slip resistance of pedestrian surface – Guide to the reduction of slip hazards. AS 3740 2010 Waterproofing of domestic wet areas. 1 Amdmt 2012 AS 3958 Ceramic Tiles. There are 3 parts, 1991 - 2007. AS/NZS 4586 2013 Slip resistance classification of new pedestrian surface materials. AS/NZS 4663 2013 Slip resistance measurement of existing pedestrian surfaces. AS 4858 2004 Wet area membranes. HB 197 199 An introductory guide to the slip resistance of pedestrian surfaces. Comply throughout with the current edition of the National Construction Code. Comply with material manufacturer’s current written instructions. MATERIALS TO BE USED Refer Provisional rate for supply of tiles Spare Tiles Supply matching spare tiles equivalent to ….% of the total area of ceramic tiles laid. Screed for walls and floors: 1 part cement 4 parts sand. Adhesives: to be supplied by: 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 architect, 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. Install grout of selected type (cementitious or epoxy) and colour to manufacturer’s instructions. Clean each surface on completion. Form junctions of different materials (eg. tiles to carpet) so that they occur under the centre line of doors.

END OF SECTION


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, plywood ceilings, bulkheads, ceiling access panels, perimeter trim. CO-OPERATE 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 (R2013) Suspended ceilings, recessed luminaires and air diffusers - Interface requirements

for physical compatibility. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Provide RONDO or equivalent suspended plasterboard and villaboard ceiling to extent shown on drawings. Provide suspended plywood ceiling over part of Nave to extent indicated on drawings. Use suspension system appropriate to the loads. 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 architect continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Comply throughout with applicable portions of AS/NZS 2785, or AS 2946, and the data sheets supplied by material manufacturer. When requested by architect, 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.

END OF SECTION


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. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Each trade as listed to be painted. Refer Schedule. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS/NZS 2311 2009 Guide to the painting of buildings. AS/NZS 2312.1 2014 Guide to the protection of structural steel against atmospheric corrosion by the use of

protective coatings – Paint coatings Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Surface or Item Paint type Notes Internal Walls: dry areas Satin Wash and Wear acrylic-

based paint

Walls: wet/other areas Satin Wash and Wear acrylic-based paint with mould inhibitor

Ceilings: dry areas Flat Wash and Wear acrylic-based paint

Ceilings: wet areas Flat Wash and Wear acrylic-based paint with mould inhibitor

Joinery: trim Gloss enamel based paint Block/brickwork Unpainted where concealed

Painted where rendered

Concrete – polished floors DULUX Luxafloor Rollcoat-PC227

Sample required, min 1m x 2m, apply to sample of polished concrete when this has been approved.

Steel Gloss enamel based paint Timber Gloss enamel based paint External Block/brickwork Unpainted where concealed or

rendered Satin acrylic paint where exposed

Concrete paving and driveways Solvent based acrylic sealer for concrete – Sikafloor Duraseal

Use clear generally Use grey for feature stripes in driveway, grey to be selected.

Fibre cement - general Satin acrylic paint Fibre cement sheet – Cemintel barestone Steel Gloss enamel based paint To all concrete and masonry paving To concrete sleeper platforms To all concrete and masonry seats

Resimax 290S masonry water repellent By RESIMAX Pty Ltd www.resimax.com.au PH 08 8234 5033

Apply 2 coats in accordance with manufacturer’s recommendations

All internal paints are to be low VOC or environmental paints. Add clear, washable sealant on surfaces indicated on drawings. PREPARATION Inspect conditions at site before starting work. Ensure fall prevention strategies are in place and workers follow manufacturer OHS&E requirements. 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 architect, continue. ON-SITE ACTIONS Start of work means total acceptance of conditions Architect will check each prepared surface. Do not proceed with painting until check completed. Apply scheduled coats and paint types to manufacturer’s instructions, and AS/NZS 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.

C. Contractor to leave adequate left over paint in marked containers for touching up and maintenance. .

COMPLETION Complete work in accordance with instructions and written variation orders to satisfactory performance.

END OF SECTION


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. CO-OPERATE 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 – Specifications. There are 2 other parts.

1859.1 2004 Particleboard 1859.2 2004 Dry-processed fibreboard.

AS 2754.2 1991 Adhesives for timber and timber products – Polymer emulsion adhesives. AS/NZS 2924 1998 High pressure decorative laminates - Sheets made from thermosetting resins.

There are 2 parts. AS/NZS 4386 1996 Domestic kitchen assemblies. There are 2 parts. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED No variations to the selected materials will be accepted without written approval

Item Description Manufacturer/SupplierCarcass 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 Fasteners Hardware Hinges Catches Drawer handles Sliding door tracks Pot drawer runners Adjustable shelf brackets Glazed shelves

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 materials’ manufacturer. Locate openings accurately using templates or roughing-in diagrams for proper size and shape. Where located in bench tops, 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 manufacturer’s 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. COMPLETION Complete work in accordance with instructions and written variation orders to satisfactory performance.


END OF SECTION


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 CCTV, video, door answering, intrusion detection, movement detection and monitoring. CO-OPERATE 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 4806.2 2006 Closed circuit television (CCTV) – Application guidelines ISO/IEC 15018 2005 Information technology – Generic cabling for homes.AS/CA S008 2010 Requirements

for customer cabling products. Can be printed from www.commsalliance.com.au/__data/assets/pdf_file/0008/2420/S008_2010.pdf

AS/ACIF S009 2006 Installation requirements for customer cabling (Wiring Rules). Can be printed from http://www.commsalliance.com.au/__data/assets/pdf_file/0017/39203/S009_2013.pdf

MATERIALS TO BE USED

Item Description Manufacturer Video equipment Door answering Intrusion detection Movement detection Cable

PREPARATION Inspect conditions at site before starting work Examine carefully the proposed route for cable installation and installation of other components. Obtain architect’s 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 codes listed above. 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 Complete work in accordance with instructions and written variation orders to satisfactory performance.

END OF SECTION


SECTION 15738 DOMESTIC AIRCONDITIONING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: Supply, install and commission split-system air-conditioning consisting of but not limited to a separate condenser unit and wall or ceiling mounted reverse cycle unit which supply heated or cooled air, ceiling fans. CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Wall, floor and ceiling construction, finishing trades, electrical installation. COMPLY WITH APPLICABLE CLAUSES OF THESE BUILDING STANDARDS Current edition. AS 1324 Air filters for use in general ventilation and airconditioning. There are 2 parts, 2001,

2003. AS 1668 The use of ventilation and airconditioning in buildings.

1668.2 2012 Mechanical ventilation in buildings 1668.4 2012 Natural ventilation of buildings. There are 3 other parts and 2 Supplements, 1998 - 2012.

AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 2 Amdmts 2009, 2012. AS 4254 Ductwork for air-handling systems in buildings, There are 2 parts 2012 AS 4508 1999 Thermal resistance of insulation for ductwork used in building air conditioning. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED PREPARATION Inspect conditions at site before starting 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 components. If installation is required in a duct or riser co-operate with the other relevant trades. ON-SITE ACTIONS Start of work means total acceptance of conditions Install ceiling fans to all bedrooms and key living areas where shown on the drawings and noted in the schedule. For maximum heating efficiency in winter, install reversible ceiling fans in living areas. Comply with the written requirements of the manufacturer and those of the relevant Australian Standards. Ensure that the structure required to support the equipment is adequate for the purpose. Make good any surfaces damaged or marked during the installation. Arrange for inspection of installation by manufacturer’s representative to ensure correct installation. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION


SECTION 16350 ELECTRICAL DISTRIBUTION

http://www.abcb.gov.au/work-program/energy-efficiency/lighting-calculator.aspx 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. Use LED lamps and fittings where shown on drawings. If LED bulbs are not available use the equivalent dimmable CFT bulb. CO-OPERATE 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 numerous parts, 1990 – 2012.

1680.5 2012 Outdoor workplace lighting AS/NZS 2293 Emergency escape lighting and exit signs for buildings. There are 3 parts, 1995 –

2005 plus 6 Amdmts, one as recent as 2014. 2293.2 1995 Inspection and maintenance.

AS 2560 Sports lighting AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 2 Amdmts 2009, 2012. AS/NZS 3012 2010 Electrical installations - Construction and demolition sites. AS 3786 2015 Smoke alarms using scattered light, transmitted light or ionization. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED Supply only products which bear the required indication of approval of the statutory authority having jurisdiction.

Item Description Manufacturer/SupplierTemporary supply Wiring material Light outlets Power outlet Fittings Mains connection to building By supply authority Meters By supply authority Switchboards and other control Reticulation cable Power outlets Light fittings Emergency evacuation lighting Conduits Cable tray Cable ducts Identification materials Power factor correction Lamps Floodlighting Site lighting Earthing Alarm and detection systems Clock systems Telephone systems Inter-communication system Television antenna Heating cables and units Fans, exhaust and heating Smoke alarms

PREPARATION Inspect conditions at site before starting work. Ensure live wiring for construction works comply with AS 3012 Electrical installations – construction and demolition sites and any installed end user live unprotected services in structure, identified for any construction works to be undertaken in proximity of live wiring or services to prevent inadvertent contact. Provide necessary safety or security controls where required to ensure safe practices and installations. The following preparatory actions are to be performed by the builder for the electrician:


A. Slab penetrations for floor-mounted GPO’s, telephone outlets etc. B. Chasing and making good for conduit access for skirting C. Chasing and wiring duct, GPO’s switches etc. D. Supply and installation for access opening where required. E. Provision of electrical riser. F. Provision of signwriting to main switchroom and distribution board. G. Forming, trimming, patching and making good of openings for luminaires 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 and distribution board, metre board and 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. Locate the meter box in a supplier-approved, secure location with ease of access. Install an integrated fire alarm system to the building as specified and to the electrical engineer’s specifications. Fit hard-wired smoke alarms to the home as dictated by safety codes and the BCA. Fit smoke alarms or detectors to the overall control system. COMPLETION Complete work in accordance with instructions and written variation orders. WARRANTY Provide to proprietor a Warranty covering satisfactory performance of the complete installation.

END OF SECTION


SECTION 16510 LIGHTING

SCOPE OF WORK Perform work described here and shown on drawings including but not limited to: LED lamps and fittings or equivalent dimmable CFT bulbs, other lamps, LED flood lights, quartz or tungsten halogen lamps with mounting devices and dichroic reflectors, transformers, dimming systems, lighting timers, daylight controllers, motion detectors, car parking lighting, etc. . CO-OPERATE WITH THESE OTHER TRADES to resolve possible problems before starting work Electrical installation, ceiling construction, wall construction and finishes. 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 1428 Design for access and mobility.


AS 1680 Interior lighting. There are 11parts, 1990- 2012. AS/NZS 3000 2007 Electrical installations (Australian/New Zealand Wiring Rules), 2 Amdmts 2009, 2012. Comply throughout with the current edition of the National Construction Code. MATERIALS TO BE USED

Item Description Manufacturer/Supplier

Where light dimmers are used of the thyristor type, provide a tuned inductance between the dimmer and the primary of the isolating transformer. PREPARATION Inspect conditions at site before starting work Provide necessary safety or security control where required to ensure safe practices and installations. Remove material or insulation from within 150mm above or beside lamp reflectors. Ensure adequate ventilation. Comply with AS/NZS 3000 clause 4.3.6.3. ON-SITE ACTIONS Start of work means total acceptance of conditions Cable: Secure cable, using materials specified above, at centres recommended by regulations and/or manufacturer. Conceal wiring and cable equipment. Conduit cable where necessary or required in approved material. Install specified lamps at locations indicated on drawings in accordance with authority having jurisdiction. COMPLETION Complete work in accordance with instructions and written variation orders to satisfactory performance.

END OF SECTION


APPENDIX 1 – AS4000 PART A & B

† If applicable, delete and instead complete equivalent Item in the separable portions section of the Annexure Part A

Part A Annexure to the

Australian Standard General Conditions of Contract AS 4000 – 1997

This Annexure shall be completed and issued as part of the tender documents and, subject to any amendments to be incorporated into the Contract and shall be read as part of the Contract.

Item 1 2 3 4 5 6 † 7 8

Principal (clause 1) Principal’s address Contractor’s (clause 1) Contractor’s address Superintendent (clause 1) Superintendant’s address a) Date for practical

completion (clause 1) OR b) Period of time for

practical completion (clause 1)

Governing law (page 5, clause 1(h))

ABN ACN ABN

Alice Springs Town Council………………………………………. ……………………………………………………………………………………………. 45863481471………………………………………… PO Box 1071 Alice Springs NT 0871 ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ………………………………………… ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Susan Dugdale and Associates ……………………………………………………………………………………………. 41 252 870 016 PO Box 4188 Alice Springs NT 0871 ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. If nothing stated, that of jurisdiction where the site is located


9 10 11 12 13

a) Currency

(page 5, clause 1 (g)) b) Place for Payments

(page 5, clause 1 (g)) c) Place of business of

bank Bills of quantities (subclause 2.2) a) Alternative applying (subclause 2.2) b) If Alternative 2 applies,

is the bill of quantities to be prices ?

(subclause 2.2) c) Lodgement time

(subclause 2.3 (b))

Quantities in schedule of rates, limits of accuracy (Subclause 2.5 (b)) Provisional sum, percentage for profit and attendance (clause 3) Contractor’s security a) Form

(clause 5)

b) Amount or maximum percentage of contractors sum (clause 5)

c) If retension moneys, percentage of each progress certificate (clause 5 & subclause 37.2)

d) Time for provision

(except for retention moneys) (clause 5)

……………………………………………………………………………………………. If nothing stated, that of jurisdiction where the site is located ……………………………………………………………………………………………. If nothing stated, that of jurisdiction where the site is located ……………………………………………………………………………………………. If nothing stated, that of jurisdiction where the site is located Alternative 2 (no bill of quantities)……………. If nothing stated, that of jurisdiction where the site is located No / YES (delete one) If neither deleted, the bill of quantities shall not be priced Not applicable. If nothing stated, that of jurisdiction where the site is located Upper Limit‐ not applicable Lower Limit – not applicable ………10……….. % …………cash retention…………………………………………………………. ……………5 % of the Contract Sum…………………………………. If nothing stated, 5% of the contracts sum …………10% , until the limit of 5% is reached………………………. If nothing stated, 10% , until the limit in item 13(b) …not applicable………………………………. If nothing stated, within 28 days after date of acceptance of tender


† 14 15 16 17

e) Additional security for unfixed plant and materials (subclauses 5.4 & 37.3)

f) Contractor’s security

upon certificate of practical completion is reduced by

(subclause 5.4) Principal’s security a) Form

(Clause 5)

b) Amount or maximum percentage of contractors sum

(clause 5) c) Time for provision

(clause 5)

d) Principals security upon certificate of practical completion is reduced by (subclause 5.4)

Principal‐supplied documents (subclause 8.2)

Time for Superintendent’s direction about documents (subclause 8.3)

Subcontract work requiring approval (subclause 9.2)

The Principal will not pay for unfixed plant and materials. $ …………………………………………. 50 % of amount held If nothing stated, 50 % of amount held The Principal will not provide security ……$0………………………………………………………………………………………. If nothing stated, nil ……not applicable…………………………………………………. If nothing stated, within 28 days after date of acceptance of tender ……………………………………0……. % of amount held If nothing stated, 50 % of amount held Documents No. of copies 1 All documents will be provided electronically. 2 ………………………………………………………………………………………. 3 ………………………………………………………………………………………. 4 ………………………………………………………………………………………. 5 ………………………………………………………………………………………. 6 ………………………………………………………………………………………. If nothing stated, 5 copies of the drawings, specification, bill of quantities or schedule of rates (if any) ……………………………14……………. Days If nothing stated 14 days Site management……………………………………………………………………. …………………………………………………………………………………………….


18 19 20

Novation (subclause 9.4)

Legislative requirements a) Those excepted

(subclause 11.1)

b) Identified WUC (subclause 11.2 (a)(ii))

Insurance of the works (clause 16) a) Alternative applying If Alternative 1 applies b) Provision for

demolition and removal of debris

c) Provision for

consultants’ fees

…………………………………………………………………………………………….……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Subcontractor Particular part of WUC ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Selected subcontractor Particular part of WUC ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Issue of Permit to Build………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. The whole Work Under the Contract……………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Alternative 1………………………………………………. If nothing stated, Alternative 1 applies ……………………………………………………………………………………………. …………………………………………. $ …………………………………………. OR ……………………………………10. % of the contract sum ……………………………………………………………………………………………. …………………………………………. $ …………………………………………. OR ………………………………………10 % of the contract sum …………………………………………………………………………………………….


21 22 23 † 24 † 25 26

d) Value of materials or things to be supplied by the principal

e) Additional amount or percentage

Public liability insurance (clause 17) a) Alternative applying

If Alternative 1 applies b) Amount per

occurrence shall be not less than

Time for giving possession (Subclause 24.1)

Qualifying causes of delay Causes of delay for which EOTs will not be granted (page 3, paragraph (b) (iii) of clause 1 and subclause 34.3)

Liquidated damages, rate (subclause 34.7)

Bonus for early practical completion (subclause 34.8) a) Rate

b) Limit

Delay damages, other

…………………………………………. $ …0………………………………………. ……………………………………………………………………………………………. …………………………………………. $ …………………………………………. OR ………10 % of the total of paragraphs (a) to (d) IN clause 16 Alternative 1…………………………………………. If nothing stated, Alternative 1 applies ……………………………………………………………………………………………. …………………………………………. $ 20m If nothing stated, then not less than the contract sum Within 5 working Days of date of acceptance of tender If nothing stated, 14 days More than 2 consecutive days of wet weather (ie more than 10mm rain each day) ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. Eight hundred and eighty dollars per day $ …880 per day Zero……………………………………………………………………………………………. ……………………….. per day $ 0 per day ……………………………………………………………………………………………. …………………………………………. $ …………………………………………. OR …………………………………………0. % of contract sum If nothing stated, there is no waiver None…………………………………………………………………………………………….


27 28 29 30 31 32

compensable causes (page 1, clause 1 & subclause 34.9) Defects liability period (clause 35) Progress claims (subclause 37.1) a) Times for progress

claims

OR b) Stages of WUC for

progress claims Unfixed plant and material for which payment claims may be made (subclause 37.3) Interest rate on overdue payments Time for principal to rectify inadequate possession (subclause 39.7) Arbitration (subclause 42.3) a) Person to nominate an

arbitrator

b) Rules for arbitrations

…………………………………………………………………………………………….……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. 12 months………………………………………………………………. If nothing stated, 12 months 7th day of each month for WUC done to the last day of the month prior ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. None………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. …………………………………………………………………10 % per annum If nothing stated, 18 % per annum ……………………………………………………………14……… days If nothing stated, 14 days ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. If no‐one stated, the president of the institute of Arbitrators & Mediators Australia ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. ……………………………………………………………………………………………. If nothing stated: a) Rule 5 – 18 of the Rules of the Institute of Arbitrators,

Australia for the Conduct of Commercial Arbitrations;


c) Appointing Authority under UNCITRAL Arbitration Rules

OR b) If one or more of the parties are nations of and habitually

resident in, incorporated in, or where the central management and control is exercised in, different countries as between the parties, then the UNICITRAL Arbitration Rules shall apply and the appointing authority shall be the person provided in item 32(c)

……………………………………………………………………………………………. If no‐one stated, the President of the Institute of Arbitrators & Mediators Australia

Part B Annexuure to the

Australian Standard General Conditions of Contract AS 4000 – 1997

Deletions, amendments and additions

1 The following clauses have been deleted from the General Conditions in AS 4000 – 1997

……………None………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

2 The following clauses have been amended and differ from the corresponding clauses in AS 400 – 1997

……………None…………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

3 The following clauses have been added to those of AS 4000 – 1997

………………None……………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………

…………………………………………………………………………………………………………………………


APPENDIX 2 – ENWARE SCHEDULE

E Fo Pr Pr

Rev

1 – E

ENW

Pete

8 W

Mile

Tele

Mob

Ema

08

NWA

or: Su

roject:

roject N

vision

Enware Prod

WARE AUST

er Cerone

illiam Street

e End SA 503

ephone: 08 8

bile: 0448 44

ail: peter.cero

8 8229 7200

ARE P

usan D

: Cem

No: P40

duct Specific

TRALIA PTY

31

8229 7201

6 893

one@enware

8 Willia

PRO

Dugda

metery

4

cation

LIMITED

e.com.au

www.en

m St Mile End SA

DUC

ale an

Chap

Date

15th March

nware.com.au

A 5031 ABN 2

CT SP

d Ass

pel

h 2016

23 003 988 314

PECIF

sociate

info@enwa

FICA

es

Approved

are.com.au

ATION

d by

N

LOCATIO

Kitchen Sin

Sink Mixer

Wall MounHand Basin

Basin Tapw

ON PRODUNAME

k Oliveri Nu PetDouble Bowl

Enware Oras Sink Mixer

ted n

Enware IFO SBasin 500 1 Taphole andOverflow

ware Enware Oras Single Lever BMixer

0

CT E

CODE

tite Sink

NP671 Left Hand Bowl NP672 Right HandBowl

Vega SLM607‐5

ign

d 1

IFO7352

Vega Basin

SLM606‐5

08 8229 7200

WELS RATING

P

d

N/A • D• 2• 3(0.• 2• 1Lif

WELS 5 Star rating

(5.2lpm)

Enlev• Cmi• D• Fbo15

N/A • 5• Fgro• R• B• E• S• S

WELS 5 Star rating

(5.2lpm)

• D• Cmi• B• Fbo• I15

8 William St Mile

PRODUCT FEATU

Double bowl inset sin2 piece, bowls & drain304 grade, 18/10 poli8mm thick) 2 x 90mm basket was1250W x 500H fetime manufacturer’

ware‐Oras provides aver mixers for demanCartridge with metal cxer strength and vanDual fixing points to hFlexible hose with revody Year Warranty*

500mm long vitreous Fully glazed under andowth Reverse shape wash bBack to wall lip for proEasy clean recessed taSupplied with mountiSupplied with short p

Dual Fixings Cartridge with metal cxer strength and vanBright Chrome standaFlexible hose with revody ntegral mesh strainer year warranty

www.enware.com

End SA 5031 ABN

RES & DESCRIPTI

k with drainer ner seam welded shed stainless steel

tes included

’s warranty

a robust range of singding applications. connection improves dal resistance help reduce risk of rotverse thread into mixe

china basin d over preventing bac

bowl increases user aotection ap and soap area ng bolts lug and waste 40mm

connection improves dal resistance ard finish verse thread into mixe

r

m.au in

23 003 988 314

ON

gle

tation er

cteria

rea

er

[email protected]

IMAGE

Page 2 of 5

u

T

TECHNICAL DETA

AILS

Ambulant Toilet

Access Toi

Toilet Grab

Enware IFO Increased HeToilet with RaHeight ButtonToilet Seat wi& Grab Rails (includes grab

let IFO IncreasedHeight Toilet Raised HeightButtons and TGrey Seat witS Trap

b Rail Angled Grab Stainless Stee

0

ight aised ns, ith Lid

b rils)

CAREAMBS ( Must specify Greor White Seat & Lid at time of order)

d with t Toilet th Lid ‐

CARE6861

Rail ‐ el

SGR014 ‐ Angled GraRail ‐ Stainless Steel

08 8229 7200

S

ey

WELS 4 star rated (4.5/3L Flush)

Frehe• IAm• 4• 9• C11• P• I• Fba• A10

WELS 4 star rated (4.5/3L Flush)

FreAc• 4• 9• C11• P• I• Fba• A10

ab N/A An

To• 3• Nalo• Fan

8 William St Mile

ee‐standing toilet S Tight for Ambulant apncludes WC, Seat andmbulant Requirement460 mm seat height (e95 degree cistern to pCistern complies with00 N Pan load rated to 400ncreased foot print foFully glazed on back acteria growth Applicable to AS1428. year warranty*

ee‐standing toilet witcessible application 460 mm seat height (e95 degree cistern to pCistern complies with00 N Pan load rated to 400ncreased foot print foFully glazed on back acteria growth Applicable to AS1428. year warranty*

ngled Grab Rail ‐ Stainilet AS 1428.1‐2009 A32mm diameter No obstruction to theong the grab rail Flexible design allowsd left hand layouts

www.enware.com

End SA 5031 ABN

rap with 460mm seatplication d Grab rails to suit ts excluding seat) pan angle all angles thrust test

0 kg or enhanced stabilityand inside rim to avoid

.1:2009

th 460mm seat height

excluding seat) pan angle all angles thrust test

0 kg or enhanced stabilityand inside rim to avoid

.1:2009

nless Steel to suit Ifo PAmdt 1‐2010 complia

e passage of the hand

s installation for both

m.au in

23 003 988 314

t

t of

d

t for

of

d

PWD nt

right

[email protected]

Page 3 of 5

u

Basin

Basin MixeTap

Garden Tapwith RemovHandle

Ifo ‐ Sign BasiCompact 770or Left Bowl

r Enware‐Oras Basin Mixer wAccessible Extended Levhandle

p val

Enware Key Operated Hos

0

in 0 Right

IFO7752 Left Bowl IFO7762 Right Bowl IFO96377 Brackets

Vega with

ver

SLM606D‐5

se Tap VPK351C

08 8229 7200

N/A Smed• 7• Fgro• R• B• P• Sins10

5 WELS 5 Star rating

(5.2lpm)

Enext• Cmi• T• B• D• Fbo10 AS

N/A • H• H• C

8 William St Mile

mooth, compact washge with a choice of le770mm long vitreous Fully glazed under andowth Reverse shape wash bBack to wall lip for proPlug and waste NOT inSatisfies AS1428.1:200stalled without cabine year warranty*

ware‐Oras single levetended lever handle.Cartridge with metal cxer strength and vanTemperature colour inBright Chrome standaDual fixing points to rFlexible hose with revody year warranty*

S1428.1 Compliant

Hose tap with removaHigh quality constructComprehensive 12‐m

www.enware.com

End SA 5031 ABN

basin with raised reaeft or right basin. china basin with sheld over preventing bac

bowl increases user aotection ncluded (32mm) 09 requirements wheet

er mixer with accessib

connection improves dal resistance ndicators supplied ard finish educe risk of rotationverse thread into mixe

able handle tion onth warranty

m.au in

23 003 988 314

ar

lf cteria

rea

en

ble

n er

[email protected]

Page 4 of 5

u

Basin Wast

Behind eveWC and Ba

TMV whererequired

te Enware IFO Mtrap Chrome

ery sin

Enware CisteCock

e Enware Aqua1500 TMV wiThermal flushrecessed box

0

Micro IFO15916

rn VP358

ablend th h and .

ATMS700R

08 8229 7200

N/A Ifo •I•S•S•C•C

N/A Encis Co

R N/A Aqstaby

8 William St Mile

o ‐ Micro trap Chromedeal for disabled basiuitable for all basins wuitable for 32mm andChrome body ideal forCost effective bottle tr

ware Lock shield Antstern cock with jumpe

ompact and easy to C

quablend 1500 TMV wainless steel lockable pass

www.enware.com

End SA 5031 ABN

e ins with internal overflowd 40mm basins r exposed installationrap

i Vandal Right angle er valve

lean

with thermal flush in box with cold water

m.au in

23 003 988 314

ws

s

[email protected]

Page 5 of 5

u


APPENDIX 3 – COLOUR SCHEDULE


APPENDIX 4 – DOOR SCHEDULE


APPENDIX 5 – EVAPORATIVE AIR CONDITIONING SPECS

Discharge Type: D, S, T Dia x Width mm 560 x 560 Size mm 915 x 485 (6)High L/s 4100 Shaft mm 25.4 Area m2 2.66Low L/s 2500 Pulley mm 305 x A Velocity m/s 1.54

Speed RPM 350 : 233 Material Chilcel / Aspen

Outlet mm 610 x 610

Height mm 1300

Length mm 1175 Rating Watt 50 Type: 2 Speed 1 ph.Width mm 1175 Speed RPM 1380 : 920

Volume m3 1.79 Rating kW 1.1 : 0.55

Mass kg 136 Current AMP

76-100 x 15.75 x ANet Unit kg 119 Capacity Litres 50 Supply

7.1 : 4.5

Operating kg 169 Drain Size : Thread 48 : 40 Pulley240V 50 Hz

CAPACITY BLOWER WHEEL FILTER PADS

SHIPPINGPUMP MOTOR

RESERVIOR

RPA400 Fan Curves

Note: Fan curves shown are at constant rated current - free discharge.

0

100

200

150

50

0 1000 2000 3000 4000 5000

RPA400 High

RPA400 Low

It is the policy of Seeley International to introduce continual product improvement. Accordingly, specifications are subject tochange without notice. Please consult with your dealer to confirm the specifications of the model selected.

Manufacturers and Designers of Technically Advanced Quality Heating and Cooling Products.....................Oct 2010

RPA400 PRODUCT SPECIFICATION

RPA400 Technical Detail

Note: Fan curves shown are at constant rated current - free discharge - fixed pulleys.Pulleys for specified pressure applications available on request

RPA400 To RPA900 Cabinet Details

*NOTE RPA500 AVAILABLE IN DOWN DISCHARGE ONLY

WATERINLET

ELECENTRY

ELECENTRY

F

G

IJ

H

Q

WATERINLET

SIDE DISCHARGE

TOP DISCHARGE

ELECENTRY

N

I A

Q

JLIFTING EYESOPTIONAL

ELECENTRY

ELECENTRY

F

G

B B

Flexible Connection

It is the policy of Seeley International to introduce continual product improvement. Accordingly, specifications are subject to

change without notice. Please consult with your dealer to confirm the specifications of the model selected.

Manufacturers and Designers of Technically Advanced Quality Heating and Cooling Products.....................Oct 2005 issue 1

4.1

MODEL

RPA400 / 500*

RPA600

RPA700 / 900

A1170

1370

1650

B1145

1375

1520

C1050

1325

1475

D682

700

796

E560

F150

140

295

G215

215

215

H50

115

62

I 610

660

780

J 610

660

760

K100

200

150

L200

300

415

M575

1135

185

N490

550

650

P1032

1307

1457

Q (max)210

320

300

DIMENSIONS

NOTEDown discharge units not shown as theyare dimensionally the same as above. Foroutlet details refer to sections 5.1 & 5.2

PRODUCT UPDATEGAS PRODUCTS DIVISION

PRODUCT IMPROVEMENT SAFETY ALERT QUALITY ALERT

Issue #21 23rd Jan. 2009www.braemar.com.au

Seeley International Pty Ltd ACN 23 054 687 035

RPB, RPA and RPC Commercial Two Speed Coolers

All coolers manufactured from Serial Number C0902xxxx will have the new wall switch included.

Required wiring from the cooler control box to the wall switch.Active x 1

Switched Active x 3Neutral x 1

NEU

TRA

L

AC

TIV

E

PUM

P(S

wit

ched

Act

ive)

FAN

HIG

H (S

wit

ched

Act

ive)

FAN

LO

W (S

wit

ched

Act

ive)

Rear View

Part Number633305

New Wire Required

Due to pending changes in some state safety regulations, as well as energy management becoming increasingly important to all Australian business Braemar Commercial 2 speed wall switches will now

come standard with 2 Green Neon Indicators.

The individual neon’s on the wall switch will illuminate to indicate when either the pump (cool) or the fan motor (fan) has been switched on. This will allow office and factory personnel to identify at a

glance if the Coolers fan or pump are running.

PLAN VIEW

VIEWED FROM BOTTOM

*NOTE RPA500 AVAILABLE IN DOWN DISCHARGE ONLY

It is the policy of Seeley International to introduce continual product improvement. Accordingly, specifications are subject tochange without notice. Please consult with your dealer to confirm the specifications of the model selected.

Manufacturers and Designers of Technically Advanced Quality Heating and Cooling Products.....................Oct 2005 issue 1

5.1

RPA400 - 600 Services & Mounting Details

Mounting Detail RPA400 - RPA600

ALL SLOTS16 x 9.5

C

D

ERPA 400/500 only

I

J

P = MOUNT HOLE CENTRES

K

Services Layout

BLOWER ASSEMBLY

PUMP

CONTROLBOX

MOTOR

500 Only

600 Only

M 10+-

M 10+-

L 10+-

OVERFLOW PIPE(OPTIONAL DRAIN VALVE

FLOAT VALVE

OVERFLOW PIPE / (OPTIONAL DRAIN VALVE)

400/500

M 10+-

Q

RS±10

MODEL

RPA400 / 500*RPA600

A11701370

B11451375

C10501325

D682700

E560

F150140

G215215

H50

115

I 610660

J 610660

K100200

L200300

M575

1135

N490550

P10321307

Q100100

R610610

S65

180

DIMENSIONS

Scale

Checked by

Drawn by

Date

Project number

SUSAN DUGDALE & ASSOCIATESPO BOX 4188 ALICE SPRINGS NT 0871

t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

16/0

3/20

16 6

:29:

20 P

M

A

Cover Page

P404

Chapel

mw

sd

A00

LOT 1457 Norris Bell Ave, Alice Springs, NT

Issue No. Description Date

A For Client Reveiw 16.03.16

Pedstrian Approach Portico1

Veiw from Existing Cemetery2

Veiw from Access Road9

Vehicle Approach Portico3

Sheet List

SheetNumber Sheet Name

CurrentRevision

Current RevisionDate

A00 Cover Page A 16.03.16A01 Site Plan A 16.03.16A02 Detail Site Plan A 16.03.16A03 Floor Plan and Reflected Ceiling Plan A 16.03.16A04 Roof Plan A 16.03.16A05 Elevations A 16.03.16A06 Sections A 16.03.16A07 Details (Section) A 16.03.16A08 Details (Plan)A09 Internal ElevationsA10 PorticoA11 Door and Lourve Schedule

Veiw from Garden4

MP

MP

MP

MP

MP

MP

554

554

554

553.54

553.84

554.32

553.16

553.52

553.79553.79

553.80

553.67

BC

0

A

TREES TO BE REMOVED

NEWCHAPEL

EXISTING FENCE(TO BE REMOVED)

NEW ROAD SEE CIVIL DRAWINGS

NE

W C

AR

PA

RK

SE

E C

IVIL D

RA

WIN

GS

EX

IST

ING

CA

RP

AR

K

NO

RR

IS B

ELL A

VE

NU

E

EXISTING CEMETRYPLOTS

NEW CARPARKSEE CIVIL DRAWINGS

NEW DRIVEWAYSEE CIVIL DRAWINGS

EA

ST

WE

ST

AX

IS

191.

39 M

ET

ER

S

80.2

2°

214.59 METERS

194.22

STUART HIGHWAY

1A02

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 750

16/0

3/20

16 6

:21:

12 P

M

A

SITE PLAN 1 TO 1000

P404

Chapel

BC

Checker

A01

LOT 1457 Norris Bell Ave, Alice Springs

NORTH


A Client Approval 16.03.16

B

C

0

A

NEW CHAPEL

TREES TO BE REMOVED

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 200

16/0

3/20

16 6

:21:

12 P

M

A

SITE PLAN 1 TO 200

P404

Chapel

BC

Checker

A02

LOT 1457 Norris Bell Ave, Alice Springs

NO

RT

H


A Client Approval 16.03.16

A05

3

A052

A05 4

A05

1

B

2

NAVE(CLEAR SEALCONC FLOOR)

VIEWINGROOM

LIG

HT

WE

LL/T

OW

ER

VERANDAH(CONC FLOOR)

PORTE COHERE(OVER)

SEE DETAIL DRAWINGS

KITCHENETTE(CLEAR SEALCONC FLOOR)

ROOF OVER

CELEBRANTPREPARATION

ROOM

AV

CU

P'D

UNISEX DA+ B.CHANGE

AM

. F WC

AM

. M W

C

1A06

AC

EN

CLO

SU

RE

5A07

C

----

----

3A06

2A06

4A06

FALL 1:100 TOOUTSIDE EDGE

TYPICAL

(CONC FLOOR)

FALL PAVINGMAX 1:20 TO KERB

CONCRETEPAVING SKIRT

AT GROUND LVL

400

1 3 4 5 6

2290 1325 5085 6820 7740

0

A

5310

25°

. 349

0

1390

1920

1850 950100

D3

D4D5

D6

D7

D8

D9

D1a

D1b

D1c

D2a

D2b

D2c

G1

G2

G3

G4

64°

25°

962

. 3055

. 5615

. 3155

75

. 295

190

5320

1395500

CLEAR OPENING. 2155

139095

1500

. 1990

95

240

3030

90

50

50

. 370

0. 3

700

205

205

962

. 3055

. 5615

. 3155

75300

190

5307

1408500

190400

1020

2837

1020 400

90 STUD WALL WITHPLYWOOD TO CHAPELPB TO UTILITY ROOMS

190 CONC BLOCK (STRIPED)BATTENS AND PB LINING TO

INTERIOR

190 CONC BLOCK (STRIPED)BATTENS AND PB LINING TO

INTERIOR

90 STUD WALL WITHPLYWOOD TO CHAPELPB TO UTILITY ROOMS

L1

65

THERMOCLICKSCREEN WALL

75 STUD +40 BATTENSPB WALL

90

3240

75

. 5505

75

. 2825

9490

19050

190

30075

3385

. 886

5

3385

. 8865

190

95

190

95

7888

7430

7407

7882

1690

. 2655

5140

. 2825

FLUSH THREUSHOLD FORSLIDING DOORS(SETDOWN FLOOR TRACK)

SEE CIVIL DRAWINGS FOR ROADAND KERB DESIGN

2A07

. 575

2190

2475

2475

2190

. 575

PB LININGTO INSIDE OF LIGHTWELL

PLYWOOD

PLYWOOD

75 STUD +40 BATTENSPB WALL

75 STUD WALLS WITHPB LINING

75 STUD WALLS WITHPB LINING

190 CONC BLOCK (STRIPED)WITH 75 STUD PB LINEDPOCKET WALLFOR SLIDING DOOR

190 CONC BLOCK (STRIPED)WITH 75 STUD PB LINEDPOCKET WALLFOR SLIDING DOOR

-

---

-

---

-

---

-

---

SP

OO

N D

RA

IN F

ALL

1:1

00

SP

OO

N D

RA

IN FA

LL 1:100

400

400

B

2

FLATPLYWOOD

CEILING / BULKHEAD(+3000 FFL)

PBCEILING

RAKES WITHROOF

PBCEILING

(+2600 FFL)

PBCEILING

(+2600 FFL)

FRAMED BULKHEADLINED WITH PLYWOOD

PLYWOODSOFFIT

RAKES WITH ROOF

PLYWOODSOFFIT

RAKES WITH ROOF

PBCEILING

(+2600 FFL)

PBCEILING

(+2600 FFL)

PBCEILING

(+2600 FFL)

PBCEILING

(+2600 FFL)

1A06

PLYWOODSOFFIT

RAKES WITH ROOF

PLYWOODSOFFIT

RAKES WITH ROOF

PORTE COCHERE

1515

PBCEILING

RAKES WITHROOF

PBCEILING

RAKES WITHROOF

31.6

AMPILITE SKYLIGHT ROOFSHEET

AC DUCTSNOM 450 X 705

5A07

----

----

3A06

2A06

4A06

31.6

21

15

21

PLYWOODSOFFIT

RAKES WITH ROOF

PLYWOODSOFFIT

RAKES WITH ROOF

7.4

7.4

13.3

13.3

17

3000

12.6

12.6

15

CFCCEILING

(+2600 FFL)

plywood liningto opening



1 3 4 5 6

2290 1325 5085 6820 7740

0

A

90°

99°

. 680

. 1315

. 5445

81°

130°

70°

PB BLUK HEADOVER

PB BLUK HEADOVER

2A07

5310

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 100

17/0

3/20

16 1

0:56

:05

AM

A

Floor Plan and ReflectedCeiling Plan

P404

Chapel

mw

sd

A03


1 : 100

Floor Plan1



1 : 100

Reflected Ceiling PlanChapel2

RHS UNDER LINING

NO

RT

H

B

2

custom orb roof(colorbond)



7.4

15



2.4

3.7

C

15

13.3

13.3



31.6

4

5.2

5.2

valley flashing

valle

y flas

hing

29.2

31.6

CB VALLEYFLASHING

CB FLASHINGCAP TO WALL

UNDER

CB RIDGE FLASHING

1 3 4 5 60

A

SOLID TRIMDEKROOF SHEET

AMPILITESKYLIGHT SYSTEM

. 102

40

. 276

0. 4

720

. 276

0

valley flashing / gutter

SOLID TRIMDEKROOF SHEET

19305

. 7460

8390

PORTICOsee detail drawings

65°

90°

70°

90°

70°65°

70°

29°

81°

6270

300

. 11760

5.1

ridge flashing

B

2

1A06

C

1

A

L2

L3

. 315

5

600

2000

electroniclyopperatedmetal ventilationlourvres

thermoclickwall cladding

thermoclickwall cladding

electroniclyopperatedmetal ventilationlourvres

pb lining

longlineCB cladding

. 575

2190

2475

2475

2190

. 575

. 104

80

75 CHS suspededfrom rafter as hanging

rail for light diffuser

2290

50125

44. 1940

2000

600

. 3155

-

---

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 100

16/0

3/20

16 6

:18:

28 P

M

A

Roof Plan

P404

Chapel

mw

sd

A04




1 : 100

Roof Plan1

1 : 100

Reflected Ceiling Plan Tower2

NO

RT

H

Ground Floor

0

Level 1

2600

B

Level 3

6650

Level 4

7680

Level 2.

4955

D2cD2bD2a

L3

CB LONGLINE CLADDING

CONCRETE BLOCKWITH STONE TILE DETAILSEE WALL SECTION

PLYWOOD SOFIT

METAL VENTILATIONLOUVRES

THERMOCLICK

CFC SHEET LININGABOVE DOORS

7°7.4 DEGREES

D1c D1b D1a

L2

7°7.4 DEGREES

PORTICO(SHOW DASHED)

Ground Floor

0

Level 1

2600

Level 3

6650

Level 4

7680

Level 2.

4955

OPENG4D2c D2b D2a

L2

OPEN

L1

PORTICO(SHOW DASHED)LONG SLINE FENCE /

SCREEN FOR AC EQUIMENT

CB LONGLINECLADDING

CONCRETE BLOCKWITH STONE TILE DETAIL

SEE WALL SECTION

PLYWOOD SOFIT

METALVENTILATION

LOUVRES


7°7.4 DEGREES 5°5.1 DEGREES

Ground Floor

0

Level 1

2600

OPEN

Level 3

6650

Level 4

7680

Level 2.

4955

D6G1 G2 G3D2cD2bD2a

L3

OPEN

LONG SLINE FENCE /SCREEN FOR AC EQUIMENT



PLYWOOD SOFIT

METAL VENTILATIONLOUVRES

THERMOCLICK


7°7.4 DEGREES

5°5.1 DEGREES

320

. 155

175

. 555

. 145 . 9

65

. 460

Ground Floor

0

Level 1

2600

B

Level 3

6650

Level 4

7680

Level 2.

4955

LONG SLINE FENCE /SCREEN FOR AC EQUIMENT



75°

320

. 359

0

. 267

5

G1 L1D6G2

CB FLASHING

PLYWOOD SOFIT

CFC CLADDING ABOVELOUVRES

PORTICO(SHOW DASHED)

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 100

16/0

3/20

16 6

:18:

30 P

M

A

Elevations

P404

Chapel

mw

sd

A05


1 : 100

East2

1 : 100

South1



1 : 100

North3

1 : 100

West4

Ground Floor

0

Level 1

2600

2

1

A07

-

---

-

---

1 3 4 5 6

-

---

Level 4

7680

Level 2.

4955

AMPILITESKYLIGHT SYSTEM

INCLUDING SAFETYMESH CB FLASHING

LONGLINE CLADDINGON 75STUD FRAME

40MM BATTEN AND PBLINING TO INTERIOR

PB CEILING

PB LINING

PLYWOOD BULKHEADAND CEILING

HANGINGLIGHT

DIFFUSER

ACon 300mm

HIGHSTAND

300

LONGLINEFENCE

CFC CLADDING

SLIDING DOOR HEAD

PLYWOOD LININGTO SOFFIT

-

---

THERMOCLICK

CB FLASHING

CB VALLEY FLASHING

CB FLASHING

PLYWOOD LININGTO SOFFIT

CUSTOM ORBROOF SHHET

Ground Floor

0

Level 1

2600

C

190 CONCRETE BLOCKWALL WITH 100 X 150 BLOCK

AND TILE DETAIL

FLUSH PB SUSPENDEDCEILING

9mm PLYWOOD LININGON 40MM TOPHAT BATTENS

(SEE SPEC) TYPICAL FORVERANDAH/EAVE

CUSTOM ORBROOF SHEET

100 C RAISED BATTENSON 50 X50 X4 EA CLEATS

R1 RAFTER

C OUTRIGGER

P51 SHADOWLINE(TYPICAL CORNICE)

PB LINING ON BATTENS

PB LINING(NOTE: FINISH FACE OF 100 SHS

COLUMN FLUSH WITHPB ON 'INSIDE" FACE OF WALL)

AC DUCT

TIMBER SKIRTING(TYPICAL FOR PB WALLS)

SKIRTING FOR PLYWOODWALLS (SEE SPEC)

PLYWOOD CLADDINGTO NAVE SIDE OF WALL

190

CONCEALED FLASHINGOVER PLYWOOD/BLOCK JOIN

TO DUST SEAL

P51 SHADOWLINEPB LINED CEILING

CB RIDGEFLASHINGLevel 2.

4955

Ground Floor

0

Level 1

2600

C


AND TILE DETAIL(SEE WALL SECTION)






R1 RAFTER

C OUTRIGGER



SLIDING DOOR(PLYWOOD FINISH)

AC DUCT


190


TO DUST SEAL

SHADOWLINE

PLYWOOD LINEDBULKHEAD

PLYWOOD LINING TOWALL AND DOORHEAD/FRAME

FLUSH SKIRTINGBEHIND SLIDING DOOR

400

CB RIDGEFLASHING

Sim2

A07

Level 2.

4955

Ground Floor

0

Level 1

2600

C





R1 RAFTER

C OUTRIGGER

AC DUCT

PB LINING TO BLUCKHEAD

PB SUSPENDED CEILING

P51 SHADOWLINE

PB LINING

CB RIDGEFLASHING

Level 2.

4955

-

---

Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 50

16/0

3/20

16 6

:18:

31 P

M

A

Sections

P404

Chapel

MW

MW

A06




1 : 50

Longitudinal Section1

1 : 50

Section Celebrant Room2

1 : 50

Section Viewing Room3

1 : 50

Section Alcove4

Level 1

2600

120

H1 STRUCTURAL DOOR HEADWITH STEEL PLATEOUT RIDGERS ASREQ. TO SUPPORTDOOR TRACK UNDER AND75 STUD WALL OVER

75 STUD WALL WITH40 TOPHAT BATTENS9MM CFC SHEET CLADDING

600

SLIDING STACKINGDOOR TRACK SEE SPEC

190 CONCRETE BLOCKWALL WITH 100 X 150 BLOCKAND TILE DETAIL (SEE SPEC)

AC DUCT BEYOND

FLUSHPB SUSPENDED CEILING

75 STUD PB WALL AS POCKETFOR SLIDING DOORS


R1 RAFTER

RAISED BATTENSON EA CLEATS

75 295 190

EQ EQ

Level 1

2600

H1 STRUCTURAL DOOR HEADWITH STEEL PLATEOUT RIDGERS ASREQ. TO SUPPORTDOOR TRACK UNDERAND STUD FRAME OVER

SLIDING STACKINGDOOR TRACK SEE SPEC

RB1 STEEL BEAM

9MM PLYWOOD SUSPENDED CEILING

CB VALLEY FLASHING

RAISED BATTENSON EA CLEATS

SUPPORTED BY PULINS

9MM PLYWOOD75 STUD FRAMED

BULK HEAD

FLUSH PB CEILINGON 40 TOPHAT BATTENS

RAKES WITH ROOF

9MM PLYWOOD LININGON 75 FRAME + 40MM BATTENS


CFC SHEET LININGON 75 STUD FRAME + 40 TOPHATBATTENS

400

40

75

. 135

75

40

. 147.5

SHADOWLINE

P51 SHADOWLINE

5

Ground Floor

0

Level 1

2600


AND TILE DETAIL






R1 RAFTER




190


TO DUST SEAL

PAVING(FALL 1:100 AWAYFROM BUILDING)

DA

RK

GR

EY

BLO

CK

(4)

.

LIT

E (

2)

BR

IGH

TO

N.

LIT

E (

2)

BR

IGH

TO

N.

LIG

HT

(2)

BR

IGH

TO

N.

LIT

E (

2)

BR

IGH

TO

N.

LIT

E (

2)

BR

IGH

TO

N

100MM HIGH STONE TILE





Scale

Checked by

Drawn by

Date

Project number


t: 08 8953 6533 f: 08 8953 6544

Issue

16.03.16

1 : 20

16/0

3/20

16 6

:18:

32 P

M

A

Details (Section)

P404

Chapel

MW

MW

A07




1 : 20

Door Head + Pocket Wall5

1 : 20

Door Head + Bulk Head1

1 : 20

Typical Block wall section2

ALICE SPRINGS TOWN COUNCIL · 2019-11-28 · contract no. 2016-08st information for tenderers page...

Documents

Transcript of ALICE SPRINGS TOWN COUNCIL · 2019-11-28 · contract no. 2016-08st information for tenderers page...