Invitation to tender C/6 - Rotorua Lakes Council

Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract

Invitation to tender

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Contract 18/029

Rotorua Lakefront Redevelopment - Construction Contract

TENDER REQUIREMENTS

Tenders close 4.00pm Monday, 1 April 2019.

At the Rotorua Lakes Council e-tendering portal- https:l/www.tenderlink.com/rdc/

Tender enquiries should be entered online at: RLC’s Tenderlink portal for this tender at

https://www.tenderlink.com/rdc/by4.00pm.Wednesday27 March 2019.

Tender information required:

Completed and signed Tender Form Schedule of Pricing

Preliminary Programme of Works

The supporting information required in Clause 10.2 of the Conditions ofTendering. Completed Schedule of Proposed Sub Contractors

Completed Schedule of Tenderer’s Current Commitments and Resources

Completed Schedule of Key Personnel

Completed Schedule of Methodology and Management Systems

ROTORUA LAKES COUNCIL Te kaumhera 0 ng roto 0 Rotorua

OVERVIEW AND SCOPE OF WORKS

Request for Tender for Contract No. 18/029

Background

1. Rotorua Lakes Council "RLC’ are proposing to undertake staged redevelopment of the existing CBO lakefront recreation area. The proposed redevelopment will encompass a world class promenade and boardwalk, improved informal and formal play areas, improved water access, linkage to cycle networks. and provide opportunities for commercial activity

2. This RFT is for stage 1 and la of the development. Stage 1 and la works cover the main lakefront promenade, boardwalks over land, terracing, general amenities and planting.

3. Although the design documentation has been defined as stage 1 and 1 a, there is fiexibility for the contractor to offer

methodologies that deliver these stages in in alternative manner. Key aspects the contractor shall need to consider in their methodology are:

a. Maximising ongoing public use of the lakefront

b. Balanced with completing the works as efficiently as possible

c. The ability to deliver! open up a completed area of works for early public viewing would be

advantageous, the contract will contain separable portions.

d. Continued public vehicle access to the remaining lakefront playspace.

4. RLC are currently in the process of obtaining resource consent for the works. it is anticipated this will be

completed in conjunction with this tender process. Award of the works and commencement will be subject to Resource Consent being obtained.

Rotorua Lakefront

Redevelopment - Stage 1 & 1 a

Construction Contract

Set No. Rotorua Lakes Coundl is the operating brand of Rotorua District Coundl

Contract 181029: Rotorua Lakefront Redevelopment. Construction Contract Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract

Scope

5. The scope of work is detailed in the attached drawings and specifications Items of work contained in the project scope include design and build elements, specifically: lawn irrigation, precast and prestressed concrete.

6. A brief overview of the worns includes, but is not limited to the following (refer to drawings and specification for full

scope of works):

Demolition of existing waka house and lake.

Relevelling and earthworks, areas of reclamation and declamation. Construction of board walk on land and bridges over water, lake retaining walls, and terracing. Installation of lighting amenities and park furniture.

General landscaping, garden beds, planting, and grassing.

TABLE OF CONTENTS

SECTION A - Contract Agreement Contract Agreement

SECTION B - Conditions ofTendering Conditions of Tendering

Programme

7. Tender Process

Issue RFT - 19 February 2019

Site Inspection & briefing - 26 February 2019

Tenders close - 1 April 2019

Target Contract Awarded (subject to resource consent approval) - 7 May 2019

8. The works under the Contract are programmed as follows

Site Establishment and Setout target date - 22 May 2019

Physical works complete - May 2020 (preliminary only, contractors to propose programme).

9. The works shall be constructed in 2 stages, with Stage 1 complete before Stage 1a starting. The delineation between stage 1 and 1 a is flexible and can be constructed in a manner that suits the contractor methodology if need be. Some minor over lapping of stage programming will be entertained if this provides efficiency to project costs.

SECTION C - Pricing and Schedules Health and Safety Basis of Payment Schedule of Prices

Tender Form

Schedule of Proposed Sub Contractors Schedule of Tenderer’s Current Commitments and Resources

Schedule of Key Personnel Schedule of Methodology and Management Systems Schedule of Local Economic Impact

SECTION D - Insurance

Schedule 7 - Information on Contractor arranged construction insurance Schedule 8 - Information on Contractor arranged Plant insurance Schedule 9 - Information on public liability insurance Schedule 10 -Information on Contractor arranged motor vehicle insurance

SECTION E - Conditions of Contract

General Conditions of Contract - NZS3910: 2013

Special Conditions of Contract

Methodology

10. Current assumption is that sheet piling and dewatering to all lake edge worns will be required to comply with likely resource consent conditions. Contractors are required to interrogate all options and put forward a methodology that

they are confident will be acceptable to consenting authorities.

11 Contractors should allow to visually separate the immediate work area from the remaining useable lake front.

12. Contractors should note the ongoing works being completed in the neighbouring Wai Arki Spa site to the east of the lakefront. Final levels to this area will have an amount of finalisation as the Spa works progress to ensure a fluent transition between these two sites.

SECTION F - Project Specifications and Drawings Project Specification

Preliminary and General Tonkin & Taylor Gectechnicallnterpretive Report (provided for information only) Tonkin & Taylor Technical Specification Tonkin & Taylor Tender Issues Drawings Isthmus Tender Issue Specification Isthmus Tender Issue Design Details Drawings Isthmus Tender Issue Plans & Sections Drawings Isthmus Drawing Record sheet SEG Electrical and Lighting plans and specifications

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e eContract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section A Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section A

SECTION A: CONTRACT AGREEMENT

This contract is made on the day of ,2019

SECTION F - Project Specifications and Drawings Project Specification

Preliminary and General Tonkin & Taylor Technical Specification Tonkin & Taylor Tender Issues Drawings Isthmus Tender Issue Specification Isthmus Tender Issue Design Details Drawings Isthmus Tender Issue Plans & Sections Drawings SEG Electrical and Lighting plans and specifications

BETWEEN ("the Contractor")

AND ROTORUA DISTRICT COUNCIL (ROC) a territorial authority under the Local Govemment Act 2002, and

carrying on business under the name of Rotorua Lakes Council (RLC) ("the Principal")

WHEREAS

A. The Principal has engaged the Contractor to perform the Services in respect of the Project (both as defined in the General Conditions) to be or being carried on by the Principal.

Additional Documentation:

Notification of Acceptance of Tender Tender Submission and Supporting Information Notices to TenderersB. The Agreement sets out the terms and conditions on which the Services shall be supplied.

IT IS AGREED AS FOLLOWS: This Contract shall constitute the entire agreement between the parties. This Contract supersedes all prior negotiations, representations, and warranties, except insofar as the same are expressly incorporated herein.

1. THE Contractor shall construct, complete, deliver and maintain the works described in the Contract Documents.

2. THE Principal shall pay the Contractor the sum of ($), exclusive of GST, or such greater or lesser sum as shall become payable under the Contract Documents at the times and in the manner provided in the Contract Documents. SIGNED BY Authorised Signa1c!y of Contractor

3. EACH party shall carry out and fulfil all other obligations imposed on that party by the Contract Documents.

Name and Position4. THE Contract Documents are this Contract Agreement (Section A) and the following which form part of this

Agreement: In the presence of:

Signature of Witness Name of WitnessSECTION B - Conditions of Tendering Conditions of Tendering

SECTION C - Pricing and Schedules Health and Safety Basis of Payment Schedule of Prices

Tender Form

Schedule of Proposed Sub Contractors Schedule of Tenderer’s Current Commitments and Resources

Schedule of Key Personnel Schedule of Methodology and Management Systems Schedule of Local Economic Impact

SIGNED BY Aulhorised Signatory of Principal

Name and Position

In the presence of:

Signature of Witness Name of WitnessSECTION D - Insurance

Schedule 7 - Information on Contractor arranged construction insurance Schedule 8 -Information on Contractor arranged Plant insurance Schedule 9 -Information on public liability insurance Schedule 10 -Information on Contractor arranged motor vehicle insurance

SECTION E - Conditions of Contract

General Conditions of Contract - NZS3910: 2013

Special Conditions of Contract

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section B Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section B

SECTION B: CONDITIONS OF TENDERING Confidentiality7.0

1.0

1.1

2.0

2.1

7.1 The information supplied by the Council (either themselves or through their contractors or advisors) in

connection with this RFT, or any contract(s) that arise(s) out of it, is confidential. Tenderers should not retease

or disclose any of the information to any other person, (other than their employees or advisors), without the

prior written consent of the Principal. Any publicity also requires the Principal’s prior written consent.

7.2 Tenderers shall not make or be involved in making any public communication in respect of this RFT at any time to any third party (including but not limited to any section of the media or an elected representative of the

Principal).

7.3 The Principal will keep infomnation supplied confidential. However the Principal is subject to the Locat Government Official Information and Meetings Act 1987. Information provided by Tenderers may be required to be disclosed under that Act.

Interpretation

The provisions of Section 1 of NZS 3910:2013 shall apply to these conditions of tendering.

Issue of Documents

Tender Documents issued to prospective tenderers except schedules of quantities for use in the preparation of

tenders remain the property of the Principal.

3.0

3.1

Tenderers to Inform Themselves

Each tenderer shall be deemed to have inspected the site, examined the Tender documents and any other information supplied in writing and to be satisfied as far as is practicable for an experienced contractor before

tendering as to the correctness and sufficiency of the tender for the Contract Works, and of the prices stated in

the tender.

8.0 Tagged Tenders

8.1 Tags that may be of long term benefit to the Principal are to be evaluated, solely at the discretion of the

Principal, as to their acceptability and cost implication. The tenderer will be requested to remove all

unacceptable tags and shall not be allowed to amend the tender price. Refusal to remove tags may result in

the tender being rejected. If a tenderer refuses to remove the tag and the tender is not rejected, it may be evaluated and an alternative tender adjusted price determined by the Principal. If the consequence of the tag to

the Principal is unacceptable, the tender will be considered to be non-conforming and will be rejected.

3.2 The tendered price shall, except where otherwise provided, allow for all the Contractor’s obligations under the contract as set out in the Tender Documents.

4.0

4.1

Site Visit

The site is open for inspection.

Tenderers are required to attend a mandatory site meeting at 11:00am on Tuesday, 26 February 2019,

meeting at the RLC Offices followed by Site walk. RLC representative will be Craig McMichael of Veros

Property Services.

To confirm your attendance at this meeting contact Graham Edward at Veros Property Services by email

[email protected] or telephone on 022037 2294.

9.0 Alternative Tenders

9.1 All tenderers must submit a tender which conforms to the requirements of the tender Specification.

9.2 Council is open to consider all tenders that may provide more cost effective and efficient works or services. To

this end all tenders that differ from the specified requirements of this RFT will be considered to be potentially ’conforming’ rather than altemative tenders and will be treated and assessed on their respective merits at Council’s absolute discretion.

4.2

4.3

5.0

5.1

Ambiguities In Tender Documents

Where the Tender Documents issued to prospective tenderers are ambiguous or unclear to a tenderer, the

tenderer may request the issue of an explanatory notice. If an explanatory notice is issued, it shall be sent to all tenderers and shall upon issue become part of the Tender Documents.

Any questions in relation to the Tender Documents shall be conveyed in writing via the forum on the e-

tendering portal by 4:00 pm, Wednesday 27 March 2019.

In the absence of an explanatory notice, tenders may be submitted subject to any reasonable interpretation of

any ambiguity or uncertainty in the Tender Documents, which shall be endorsed on the tender.

Tenders shall be based on the Tender Documents and will be interpreted as relating to the Tender Documents unless clearly endorsed otherwise. Tenders submitted subject to endorsement will be considered accordingly.

No unauthorised alteration to the Tender Documents shall be accepted.

Joint Proposals

Joint tenders may be submitted, provided they fully meet the Principal’s requirements and that one of the joint Tenderers is identified as the single contact point for all communications with the Principal relating to the

submission. Parties to an unincorporated joint venture must be jointly and severally liable under the tender and

any subsequent contract.

10.3 Tenders shall be uploaded from the Principal’s Tenderlink e-portal. No faxed tenders will be accepted.

10.4 Tenders shall be in PDF or MS Word format for the Tender Submission and MS Excel for the completed Schedule of Prices.

10.5 Tenders shall be submitted by completing the fomns supplied and shall include:

Completed and signed Tender Form

Schedule of Prices

Preliminary Programme of Works

The following supporting information:

Completed Schedule of Proposed Sub Contractors

Completed Schedule of Tenderer’s Current Commitments and Resources

Completed Schedule of Key Personnel

Completed Schedule of Methodology and Management Systems

Completed Schedule of Local Economic Impact

5.2

10.0 Submission ofTenders

10.1 Tenders will close at 4.00pm on Monday. 1 April 2019 and must be uploaded to

https:/lwww.tenderlink.comlrdc/ before the closing time.

10.2 The Principal may at its sole discretion consider any tender received after the time stipulated, if the

circumstances can be shown to be extreme, and beyond the control of the tenderer.

5.3

5.4

5.5

6.0

6.1

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Contract 181029: Rotorua Lakefront Redevelopment. Construction Contract Section B Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section B

10.6 The tender shall be signed by or on behalf of the tenderer.

10.7 The cost of preparing and submitting a tender shall be borne by the tenderer.

Implementation and Supervision

Communications and Reporting

Traffic Control

Quality Assurance Procedures10.8 The rates included in the Schedule of Prices shall be fully inclusive of all allowances for On-site Overheads and for Off-site Overheads and Profit.

10.9 The Tenderer shall include rates and prices for all items of work described. Items against which no rate or price is entered by the Tenderer will not be paid for by the Principal and shall be deemed covered by other rates and

prices.

Please complete the enclosed Schedule of Methodology and Management Systems.

10.10 The Principal may request any Tenderer to clarify and/or adjust any aspects of its tender or provide additional information during the tender evaluation process. These recuests will require immediate action and must be

responded to in writing within two (2) business days or the time specified in the recuest.

11.0 Errors and Omissions

12.2.3 Key Personnel f Technical Skills:

Tenderers shall submit details of the key personnel to be employed on the contract works. These details should indicate each key person’s proposed involvement with the project and demonstrate that their experience and skills, in particular technical experience and skills, are compatible with the project.

11.1 The Principal is under no obligation to check any tender for errors. Acceptance of a tender that contains errors will not invalidate any contract formed by the acceptance. If the Principal or its advisors discover errors and/or omissions in any tender (this may include price) the Principal may, at its sole and absolute discretion, allow the tenderer to correct such error and/or omission.

Nominate all key personnel describing each by name, position, technical skills and length of

experience. The nominated personnel shall include:

Contractor’s Representative

Contract Manager

Contractor’s Site Representative

Quality Manager

Safety Supervisor11.2 If the tendered schedule contains any errors or omissions in extension of unit rates or in summation such as to

vary the tendered sum, then the unit rates shall be adjusted by the Engineer after consultation with the Contractor to agree with the tendered sum. The adjusted rates shall then become the contract rates for

payment. If agreement cannot be reached as to the adjustments then the tender may be rejected.

12.0 Tender Evaluation

Please complete the enclosed Schedule of Key Person net.

12.1 Tenders shall conform and be evaluated in accordance with the Weighted Attributes Tender method of

evaluation as described in the Rotorua Lakes Council Procurement Manual.

12.2.4 Local Economic Impact: Tenderers shall provide specific details of how your proposal will positively impact the local Rotorua

economy in terms of:

Engagement of staff and subcontractors from within the district

Procurement of materials or resources from within the district

Apprenticeships and training opportunities provided within the district.12.2 The tender evaluation process shall be conducted in two stages as follows:

(a) The first stage shall consist of ranking tenders in ascending order based on prices.

(b) The second stage shall consist of detemnination of tender acceptability when assessed against each of the

following six (6) non-price attributes.

Please complete the enclosed Schedule of Local Economic Impact.

12.2.5 Financial Viability:

12.2.1 Non Priced Attributes Carried Over From REOI:Provide contact for Council to check financial position or financial information to demonstrate that the

Participant will have adecuate financial resources. robustness and resilience to deliver the Project:

The following non priced attributes are carried over from the REOI:

Relevant Experience

T rack Record

Resources

Management Skills

12.2.6 Health and Safety:

12.2.6.1 Provide Contractors Health & Safety performance statistics over the last 3 years and a copy of the Contractors Health & Safety policy.

12.2.2 Methodology and Outline Construction Programme

Tenderers shall describe the methodology proposed to achieve the specified end result within the

specified response periods. This methodology should encompass, but not be limited to, the following:

Construction Methodology

Site establishment and staging drawings

Traffic and pedestrian management

Health and Safety

Planning and Programming

Council’s Safety at Work policy states that Council is committed to managing our work environments to

prevent harm to any person. To do this Council will:

Keep People Safe

Lead By Example

Train & Supervise

Investigate & Learn

Engage Our People

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section B

Monitor & Improve

Keep People Healthy

Promote Wellbeing

Collaborate

Maintain a drug and alcohol free workplace

Council has high health and safety expectations for this Project and anticipates that the successful

Participant will share similar aspirations.

12.2.6.2 Provide a high level overview of your approach to managing health and safety in the

workplace, including:

An overview of your capacity and capability to ensure the Project is delivered to high standards of health and safety management

If the Participant is a joint proposal, a description of how you will manage, from a health and

safety perspective, the interface between different organisations within the joint proposal

Your approach to managing the risks specifically associated with this Project, which could include

geothermal activity, working at heights.

Tenderers will need to pre-qualify through Council’s Health and Safety Pre-qualification Scheme as part of their response to the RFT. The details of this scheme are provided in Section C below

12.3 Evaluation Criteria. The tenders shall be evaluated in accordance with a weighted attribute methodology, determined by the Council. The attributes to be evaluated include, but are not limited to:

Price (60%)

(20%)

(10%)

(5%)

(5%)

(Pass/Fail)

(Pass/Fail)

Non Priced Attributes Carried Over from REOI

Methodology & Outline Construction Programme

Key Personnel/ Technical Skills

Local Economic Impact

Financial Viability

Health & Safety Performance

13.0 Acceptance ofTender

13.1 This request for tender is an invitation to treat only. It shall not be construed as constituting an offer that is

capable of acceptance by submitting a tender. The Principal shall not be liable in any way to any Tenderer for non-consideration or non-acceptance of any tender. The lowest or any tender will not necessarily be accepted.

13.2 The Principal reserves the right at its sole discretion to

(a) Accept none or any of the tenders.

(b) Accept a tender which is not the lowest or highest scoring or price.

(c) Negotiate with any Tenderer or Tenderers (to the exclusion of any other Tenderer), at any time during this RFT process and upon any terms and conditions.

(d) Meet with any Tenderer before and/or after tender close and prior to award of contract.

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section B

(e) Re-advertise for tenders.

m Waive any irregularities or informalities in the tender process.

(g) Amend the closing date, the acceptance date or any other date in the RFT documents.

(h) Amend this RFT document, or any associated documents, by the issue of a Notice to Tenderers.

(i) Suspend of cancel (in whole or in part), this RFT process.

14.0

14.1

Canvassing of Council Officers and/or Elected Members of the Council

Any attempt made by a Tenderer to influence the outcome of the tender process by canvassing, lobbying or otherwise seeking support of Council officers or elected representatives of the Council shall be deemed valid

grounds for the exclusion of that tender from the evaluation process.

Conflict of Interest15.0

15.1 The Principal is mindful of conflict of interest. Any Tenderer who (if an individual) is also a Councillor, or

pending Councillor, or an employee, of either Council or (~ a company) has a shareholder, offICer or employee who is a Councillor, or pending Councillor or an employee of either, may be considered by the Principal to be in a conflicting relationship. The Principal retains the right, in their sole and absolute discretion, to disqualify such Tenderer from submitting a tender or from having any tender evaluated.

16.0 Liabitity Limitation

16.1 Neither the Principal nor its agents or advisors will be liable in contract, tort or in any other way for any direct or indirect damage, loss or cost incurred by any tenderer or other person in respect of, or as a result of, this RFT

process.

17.0

17.1

17.2

Notification of Acceptance

The successful tenderer shall be notified of acceptance in writing by the Principal.

If no tender has been accepted within 1 month after the closing of tenders, each tenderer shall be notified in

writing by the Principal whether their tender is or is not still under consideration.

17.3 Unsuccessful tenderers who have submitted bona fide tenders complying with the Tender Documents shall be notified by the Principal of the name and tender price of the successful tenderer and the other tender prices within 10 days of acceptance of the successful tender

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section C Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section C

SECTION C: PRICING & SCHEDULES I Large I (25 + employees)

Unlimited 1025

HEALTH AND SAFETY

Pre-qualificationAs contractors become pre-qualified, their details will be accessible on a database. This will provide visibility to

contractors and Council staff to identify who is approved, assisting with the tendering process and Council procurement.

NOTE: Please ensure you have an email address prior to commencing your application as this will be required to

complete the process.

TIP: Consider setting up a folder on your desktop to save all evidence required to enable easy uploading into the

application.

The scheme has now been made available to all councils throughout New Zealand.

Rotorua Lakes Council takes Health and Safety very seriously. As a contractor seeking to work for Rotorua Lakes

Council, we would like to advise you of the requirement to prequalify in health and safety through a council

prequalification scheme. The scheme was established by Waikato and Bay of Plenty Councils who teamed up to make

employing contractors and checking health and safety requirements easier. The streamlined pre-qualification process ensures Councils are using contractors who operate with effective health and safety management systems and are holding current and relevant insurances.

The prequalification process helps Council meet its responsibilities to ensure that contractors, working for or on Council assets and/or supplying services, have effective health and safety systems to prevent harm to people and the environment or damage to property.

For more information, contact:

Benefits to contractors include:

. An easier system that will enable contractors to be pre-qualified for multiple Councils through the one process

Improved relationships between contractors and Councils

. Contributing to WOrKSafe New Zealand’s target of reducing fatal and serious worK related injuries by 2020.

Jean Ryan Business Development Manager SHE Software

Ph.: 027 807 6001

[email protected] or

Adrienne Thomas

Health & Safety Lead Rotorua Lakes Council

Ph.: 07 351 8131

[email protected]

Safety in Design

The process involves contractors applying for a pre-qualified ’approved’ status, using an easy to follow system provided by SHE Software NZ Ltd. To complete the process, an email address is required. Contractors need to complete the

questionnaire and submit the application online, providing health and safety documentation to show they understand and comply with the Health and Safety at WorK Act 2015 and any associated Regulations. The application will be evaluated

by a health and safety professional. Once the evaluator is satisfied with the contractor’s health and safety management systems, the contractor will receive a confinmation email advising of their ’approved’ status.

The Tenderer is to consider and account for the requirements of the Health & Safety at Work Act sections 39-43 and ensure that safety in design is robustly incorporated for those that design, manufacture, import, supply, construct, install, operate or demolish a plant or structure. Particular attention is to be given to eliminate health and safety risks (e.g. height work, confined spaces, chemicals, substances) at the design stage.

Once a contractor is ’pre-qualified,’ their status is valid for two years at all participating Councils. Insurance checks will be conducted annually and new certificates requested as existing insurances expire. Councils will not allow you to carry out work for them if you cannot prove you are insured. Site specific safety plans will still be required when physical work is to be carried out and Council representatives will monitor the performance of each contractor.

Similarly, if the Contractor is responsible for any design associated with his working methods he shall obtain similar

information from his Subcontractors or advisers and this advice shall be incorporated in the design.

Hazards and Risks

The pre-qualification process is not a guarantee of work; however, pre-qualification is a mandatory requirement for the successful tenderer of this RFT process. The priority is for medium to high risk physical works contractors to be pre- qualified. Lower risk contractors will be required to be pre-qualified at the discretion of the Council.

The Principal will indicate, when known, to the Contractor elements of the design of the contract works where hazards or risks may exist or be encountered. This could include a description of anticipated ground conditions, the handling and installation of specialised chemical compounds required for jointing, surface coatings or fillers or similar circumstances where the Principal or his designer have obtained prior knowledge of such elements.

Contractors simply need to complete an on-line questionnaire and provide their health and safety documentation to show that they understand and comply with the Health and Safety at Work Act 2015 and any associated Regulations. The portal can be accessed at: Contractor Pregualification - SHE site and a link is also available on Rotorua Lakes Council’s Procurement website, page along with a set of FAQ’s which have been developed to answer some expected questions. To view the list of contractors that have been prequalified visit: database

The Principal advises that the following generic hazards may exist or be encountered:

Contractor Size Number of Insurances Costs $ excl. GST

Small Unlimited 280

(< 5 employees)

Medium Unlimited 525

(5-24 employees)

a. Trench excavations greater than 1.5 m in depth. b. Unstable ground conditions.

c. Overhead and/or underground electric lines, gas lines and data cables.

d. Electrical earthing to metal water service connections.

e. Geothermal hazards (e.g. hydrogen sulphide, hot pressurised water, muds). f. Members of the public.

g. Water in the work area (lake edge works)

There is a cost associated with the application process. The fees (to be paid online upon applying) are:

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Site Specific Safety Plan BASIS OF PAYMENT

The Centractor shall be required to submit to the Engineer and the Principal a comprehensive site-specific health and

safety plan to meet the needs of the Health and Safety at Work Act and the Council’s requirements. This plan must be

submitted no less than 10 working days before the commencement of physical works.

GENERAL

Particular Hazardous Work

The rates to be inserted in the Schedule of Prices by the Tenderer shall be the full inclusive value of the work described under the several items, including all costs and expenses which may be necessary for the construction of the works,

together with allowance for all general risks, liabilities and obligations set forth or implied in the documents upon which the Tender shall be based. The rates in the Schedule of Prices shall include full allowance for all on site and off site

overheads whether time related or not and profits which the Contractor will require if the quantity of any item in the Schedule of Prices is adjusted. The quoted rates shall include allowance for all materials, plant, reinstatement and other items necessary for the satisfactory completion and maintenance of the whole of the works as required. Where special risks, liabilities and obligations cannot be dealt with as above, then the price thereof shall be separately entered under the heading .Unscheduled Items".

The Centractor shall notify the Engineer at least 48 hours prior to commencement of any work undertaken on site that involves Particular Hazardous Work and give the Engineer and Principal evidence of WorkSafe NZ being formally notified. A copy of relevant permits, etc. shall be provided to the Engineer and Principal before such work is done.

Notifiable Events

The Contractor shall immediately notify the Engineer and Principal by phone of his actions in dealing with all matters

resulting from Notifiable Events. The Centractor is required to keep a register of all injuries, illnesses and near-misses and make this information available to the Engineer and Principal. Immediate notification to WorkSafe NZ shall be followed by a full written report within 48 hours in accordance with Section 56 of the HSWA.

Should the Tenderer be of the opinion that additional items should be added to the Schedule in respect of particular works, then these shall be entered under the heading .Unscheduled Items., with details and prices for each. Failure of a Tenderer to do so will be construed as meaning that no additions are required to the Schedule in respect of items of work not specifically listed.

Safety tnspections and Audits A price or rate shall be entered against each item in the Schedule, whether quantities are stated or not. Items against which no price is entered shall be considered to be covered by the other rates and prices in the Schedule.

The Centractor shall allow the Engineer or his representative, or worker of the Principal, access to the work to inspect or audit any aspect of the Centractor’s operations relevant to safety and the work environment. The Centractor shall carry out any instructions given by the Engineer or Principal regarding safety and health as a result of this access.

Further to Clause 2.3.4 of the General Cenditions, a variation in terms of Clause 9.3 of the General Cenditions shall be

deemed to exist for all Schedule Items except Provisional Sum Items when the actual quantities completed vary by more than ~ 20% from a total for each item derived from the Schedule.

Consultation, Collaboration and Coordination

The Engineer or Principal shall consult, coordinate and collaborate with the Centractor on all safety matters pertaining to the contract and work. The Centractor is to consult, collaborate and coordinate with all other PCBUs involved in the work

to help ensure a safe place of work.

Further to Clauses 6.4.4 and 64.5 of the General Cenditions of Centract and where required by the Centract

Documents, payment for work covered up prior to the inspection by the Engineer will be based on the Engineer’s assessment of the value of the work.

Temporary Safety Fencing

All costs incurred by the Centractor in complying with all legislation existing at the time of closing of tenders and

applicable to the Centract Works are deemed to be incorporated in the tendered rates. If new legislation that affects the

contract comes into effect atter this date, the Centractor may be asked to price a variation.

a. Generat

Temporary safety fencing shall be provided to protect the public against health and safety risks inherent in excavations and construction works in accordance with the contract Site-specific Health and Safety Plan.

Temporary fencing (or hoardings) shall be erected around work sites and kept in good order for the duration of the works, after which is shall be removed as part of the disestablishment from the site. This includes any site

sheds or on site storage areas

Further to Clause 12.1 of the General Cenditions of Centract, claims for payment shall be received by the Engineer by the 5th calendar day of the month following. Where the 5th calendar day falls on a weekend or public holiday, the claim

shall be received by the Engineer on the first working day thereafter.

NOTE: All payments shall be by Direct Credit. The successful Tenderer shall supply bank account details to Ceuncil

prior to the first payment being made. Where a schedule of prices forms part of the document, Contractor is to submit claim on the schedute of prices and NOT RAtSE AN INVOICE.

b. Specifications

NZ Transport Agency - Cede of practice for Temporary Traffic Management (CepTTM) 4" edition July 2015

Claims for payment shall be in the format of the Schedule of Prices or make reference to the appropriate item numbers

in the Schedule of Prices.

Section B6: Safety Fences Section B7: Barricades

MEASUREMENT

Note that 1.8 metre mesh panels are the preferred form of site security. Orange security mesh netting is the least preferred form of security fencing, must only be used for short duration work and is to be framed to ensure it does not sag. Do not use steel waratahs to support mesh panels as it poses the risk of electrocution and may damage underground services.

Metric units shall be used as the basis of measurement throughout the Centract. All drawings, including drawings submitted by the Contractor for the approval of the Engineer shall be dimensioned in the metric system.

All items are measured net in accordance with the drawings and no allowance has been made for waste.

C/3 C/4

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Units of measurement shown in the "unit" cotumn of the Schedule of Prices have been abbreviated as follows:Rotorua Lakes Council

Contract No. 18/029

For: ROTORUA LAKEFRONT REDEVELOPMENT. CONSTRUCTION CONTRACT

UNDER THE LOCAL GOVERNMENT ACT 2002 AND ITS AMENDMENTS

LS=Lump Sum PS=Provisional Sum

m or lin.m=Linear metre

m’ or sq.m=Square metre m3 or cU.m=Cubic metre

Hr=Hour

Wk=Week

ea.=Each

%=Percentage

TENDER FORM

Unless specified otherwise, earthworks volumes shall be paid as solid measure, and progress payment may be assessed by either surveyor measurement off the construction drawings.

To Rotorua Lakes Council

Private Bag 3029

Rotorua Mail Centre

ROTORUA 3046

The following clauses are deemed to apply to all Items included in the Schedule of Prices. Payment will only be made for the quantities of work actually completed up to the quantities contained in the accepted programme or increased

quantities approved by the Engineer. No payment will be made for any work in excess of this. Items are included in

separate sections but basis of payment for each item to be same. Reference is only made to the first item as it appears on the schedule.

Having inspected the site and examined the Tender documents for the above contract l/we hereby tender to undertake these Contract Works. We acknowledge the various Special Conditions of Contract and confinm that our tender is in accordance with all of those special conditions. Our tender is for the sum of:

($ GST. Attached is a completed Schedule of Prices showing how we have calculated our tender sum.

exclusive of

SCHEDULE OF PRICESExcept as otherwise specified, this tender includes the supply of all plant and labour, the purchase and procurement of all materials and the performance of all services necessary to construct, complete and maintain the Contract Works described in the drawings and specifications.

Please refer to the pricing template provided. Contractors are to use the template as a guide only, contractors shall modify the template as they deem necessary to allow fully for the entire scope of works.

Contractors are also requested to provide a schedule of all key subcontract rates as per the template provided.

Unless and until a formal Agreement is prepared and executed, this Tender, together with written acceptance thereof, shall constitute a binding agreement between us. Ime further understand that no payment will be made until the Contract Agreement is signed by both Parties and, if successful, we will sign without delay.

This tender is open for acceptance by the Principal for a period of 30 days from the closing date for tenders.

Ime acknowledge receipt of Notice to Tenderers Numbers:

Dated this day of 2018.

Name: Signature:

Designation:

Telephone: Email:

For and on behalf of:

(Company Name or Tenderer’s Full Name)

Postal Address:

Postal Code

CIS C/6

Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section C Contract 181029: Rotorua Lakefront Redevelopment. Construction Contract Section C

SCHEDULE OF PROPOSED SUBCONTRACTORS SCHEDULE OF TENDERER’S CURRENT COMMITMENTS & RESOURCES

It is proposed to employ the following Subcontractors on this contract: 1. Tenderer’s Current Work

Sub-conlrlctor’s Name Work to be Undertaken Value of Work List current work being carried out by the Tenderer at the date of submitting the attached tender:

Principal Project Name Conlrlct Value Comp Date

2. Outstanding Tenders

List outstanding tenders for which advice of acceptance is awaited at the time of submitting this tender:

Principal Project Name Conlrlct Value Comp Date

3. Resources

Describe the plant, equipment, labour, facilities and intellectual property to be used on the project.

and these names are submitted for approval as required by NZS3910:2013 Clause 4.1.2 of the Conditions of Contract.

With respect to NZS3910:2013 Section 4 of the General Conditions of Contract, all material suppliers are deemed to be

Subcontractors.

Tenderer: Tenderer:

Signature: Signature:

Date: Date:

Cf7 cia

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SCHEDULE OF KEY PERSONNEL SCHEDULE OF METHODOLOGY AND MANAGEMENT SYSTEMS

Nominate all key personnel describing each by name, position, technical skills and length of experience. The nominated

personnel shall include:

MethodologyDescribe the methodology proposed to achieve the specified end mult within the

specified response periods

Construction

Methodology

Site Establishment

and staging

Traffic and

pedestrianmanagement

Planning and

Programming

Health & Safety

Implementation and

Supervision

Communications

and Reporting

Traffic

Management

Quality Assurance

Procedures

Project

Management,Systems and

Training

Tenderers shall submit details of the key personnel to be employed on the contract works. These details should indicate each key person’s proposed involvement with the project and demonstrate that their experience and skills, in particular technical experience and skills, are compatible with the project.

Technical Skllls/Quallficatlons andLength of

Position Name CompanyProposed Project Involvement

Experience

(Yr1)

Contractor’s

Representative

Contract Manager

Contractor’s Site

Representative

Quality Manager

Safety Supervisor!Health & Safety

Management

Traffic

Management

Environmental

Management

Other

Enclosed with this tender is a preliminary programme confirming the various project milestones and completion within the required contract period,

Tenderer:

Health and Safety Management shall also be assessed under the responses within this Schedule.

Signature:

Tenderer:

Date:

Signature:

Date:

C!g C!10

Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section C Contract 181030: Long Mile Road Upgrade. Construction Contract Section 0

SCHEDULE OF LOCAL ECONOMIC IMPACT SECTION D: INSURANCE SCHEDULES

Ccmpletion of the following table is a requirement of the tender process. However, the detail provided is only assessed in the event that any other conforming proposals are within 5% of the value of the lowest priced conforming proposal. Ccuncil reserves the right to further assess the respective proposals in terms of their local economic impact before

determining a successful proposal. Participants are encouraged to provide a comprehensive response in terms of this evaluation criterion.

AspectProvide specific details of how your proposal will positively Impact the local Rotorua

economy

Engagement of staff andsubcontractors from

within the district

Procurement of materials

or resources from within

the district

Apprenticeships,sponsorships and

training opportunities

provided within thedistrict

Tenderer:

Signature:

Date:

C/ll

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Contract 18/030: Long Mile Road Upgrade. Construction Contract

e eSection D Contract 18/030: Long Mile Road Upgrade. Construction Contract Section D

Schedule 7 - Information on Contractor arranged construction insurance


Private Bag 3029

Rotorua Mail Centre

ROTORUA 3046

From Click to enter text

Click to enter text

Click to enter text

The policy deductibles are (GST inclusive):

Non-earthquake

Natural disaster ................’/, of

Other (name)

(NBI1le of insurence company) 8.2.3(a)

Construction period

Insurance maintenance period

Policy expiry date Click to enter a date

(Branch)

(Address)

from

We confirm having effected construction insurance for:

Click to enter text

Click to enter text

In respect of Click to enter text

Policy wording title is Click to enter text

(The CcntrllClor)

(The Principal)

(Project Iftle)

Policy cover terms included are:

8.2.2 Discretionary cancellation clause

8.2.3 Reinstatement provision on building and consents

8.2.3 Severally insured

No settlement delay due to exercise of subrogation

8.2.4 Void ab initio for non-payment of premium without prior notificationThe following provisions apply:

o Annual policy

o Annual run-off policy

o Annual cut-off policy

We advise that special terms, copy attached, have been specifICally applied to this project

Policy extensions included are:

Select yes or no

8.3.1 Transit(in New Zealand)

8.3.1 Materials in storage (in New Zealand)

8.2.3 Testing and commissioning

Expediting expenses

Overseas airfreight8.1.6

The following forces of nature are insured:

0 landslip 0 earthquake 0 tsunami

0 tornado 0 cyclone 0 storm

0 flood 0 lightning strike 0 volcanic activity

0 hydrothermal activity 0 geothermal activity

8.3.3

The sums insured are (GST exclusive):

Contract Price

(a) Costs of demolition

(b) Professional fees

(c) Value of items to be incorporated

(d) An allowance for an increase in construction oasts

(e) An allowance for increased reconstruction costs

$

$

$

$

$

$

TOTAL SUM INSURED $

........minimumof

$...

$

$

to..

Select yes or no

Select yes or no

Select yes or no

Select yes or no

Select yes or no

Sub-limit (if applicable)

Select yes or no $..

Select yes orno $..



Select yes or no $.. .

We undertake that this policy will not be cancelled or amended by us without written advice to the insured party which has

arranged the insurances.

This insurance issued is subject to the terms and conditions of the policy. We do not warrant that this policy oamplies with the

requirements of NZS 3910:2013.

Click to enter amount







Insurance Company Stamp Click to enter text

(Or name of insurance broking company confirming cover)

SIGNED BY Click to enter text or paste signature

SIGNATORY TITLE Click to enter text

Date Click to enter a date

(C/BUS< numbers refer to NZS 3910:2013 and are for intonnalion only.)

D/2 DI3

Contract 18/030: Long Mile Road Upgrade. Construction Contract Section D

Schedule 9 - Information on public liability insurance

Schedule 8 - Information on Contractor arranged Plant insurance To Rotorua Lakes Council

Private Bag 3029

Rotorua Mail Centre

ROTORUA 3046


Private Bag 3029

Rotorua Mail Centre

ROTORUA 3046


Click to enter text

Click to enter text

We confirm having effected Plant insurance for:

Click to enter text



We advise that special terms, copy attached, have been applied to this policy

The following provisions apply:

o Annual policy

o Project specific policy



Click to enter text

Click to enter text

(Name ot insurance company)

(Branch)

(Address)

(Name of insurance CfJmpany)

(Branch)

(Address)

(The Contractor)

(Project l<Ie)

We confirm having effected public liability insurance to indemnify the Principal and the Contractor against legal liability to third parties for damage, loss or injury caused by an act or omission of the Contractor arising out of the performance of the Contract Works.

Click to enter text

Click to enter text



Select yes or no

(The Contractor)

(The Principal)

(Project l<Ie)

We advise that special terms, copy attached, have been specifically applied to this project Select yes or no

The following provisions apply:

o Annual policy



8.4 The sums insured are (GST exclusive):

o All items of Plant

OR

o Valued schedule of construction Plant insured (copy attached)

The policy deductible (GST inclusive) is:

Sum insured $ Click to enter amount

$ Click to enter amount

8.5,8.9

The limit of indemnity (GST exclusive)

Sub.limit insured for (GST exclusive)

Vibration, removal, or weakening of support

Forest and Rural Fires Act 1977

Underground services

Deductible (GST inclusive)is

Deductible for vibration, removal, or weakening of support (GST inclusive)

Deductible for underground services (GST inclusive)


8.2.2 Discretionary cancellation clause Select yes or no

8.2.3(1) Reinstatement provision Select yes or no

8.2.4 Void ab initio for non.payment of premium without prior notification Select yes or no

No settlement delay due to exercise of subrogation Select yes or no

We undertake that this policy will not be cancelled or amended by us within the period of insurance without written advice to the insured party which has arranged the insurances.

This insurance issued is subject to the terms and conditions of the policy. We do not warrant that this policy complies with the requirements of NZS 39102013.

The policy also covers liability arising out of

The ownershipluse of Plant not required to be registered for road use

The use of hired Plant

The ownership/use of watercraft over 8 m

The ownershipluse of aircraft

The use of explosives

8.2,8.7

tnsurance Company Stamp Click to enter text

(Or name of insurance broking company confirming cover)



Dale Click to enter a date

(Clause number.; refer to NZS 3910:2013 and !Fe for informalion only.)


$

$

$

$

$

$







Select yes or no

Select yes or no

Select yes or no

Select yes or no

Select yes or no

0/4

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Reinstatement provisions

Number of reinstatements

Discretionary cancellation clause

Void ab initio for non-payment of premium without prior notification

Severally insured


Schedule 10 - Information on Contractor arranged motor vehicle insurance

Select yes or no

Click to enter number

Select yes or no

Select yes or no

Select yes or no

Select yes or no


Private Bag 3029 Rotorua Mail Centre

ROTORUA 3046

From Click to enter text(Name of insurlVlce company)

Click to enter text

Click to enter text

(Bnlnch)

(Address

)We undertake that this policy will not be cancelled or amended by us without written advice to the insured party which has

arranged the insurances.

This insurance issued is subject to the terms and conditions of the policy. We do not warrant that this policy complies with the

requirements of NZS 3910:2013.We confirm having effected motor fleet insurance for

Click to enter text



(The ConlrBCtor)

Insurance Company Stamp Click to enter text

(Or name of insurance braking company confirming cover)



Date Click to enter a date (Project tdle)

We advise that special terms, copy attached, have been applied to this policy Select yes or no

(Clause numbelS refer to NZS 3910:2013 and are for information only.)The following provisions apply:

o Annual policy



8.5.2

The limits of liability are (GST exclusive):

Section 2 - Liability

For anyone occurrence arising out of the same event

The policy deductibles are:

Section 2 - Liability (GST inclusive)

Plus under age penalties



8.2


Section 2 Liability automatic reinstatement

Discretionary cancellation clause

Void ab initio for non-payment of premium without prior notification


Select yes or no

Select yes or no

Select yes or no

Select yes or no

We undertake that this policy will not be cancelled or amended by us within the period of insurance without written advice to the

insured party which has arranged the insurances.

This insurance issued is subject to the terms and conditions of the policy. We do not warrant that this policy complies with the

requirements of NZS 3910:2013.

DI6 DI7

Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contra~ Section E

Insurance Company Stamp Click to enter text Date Click to enter a dateSECTION E: CONDITIONS OF CONTRACT

(Or name of insurance braking company confirming cover)

GENERAL CONDITIONS OF CONTRACT

SIGNED BY Click to enter text or paste signatureExcept where modified by the Special Conditions of Contract, the Contract shall be governed by the document published by Standards New Zealand and entitled "NZS 3910:2013 Conditions of contract for building and civil

engineering".SIGNATORY TITLE Click to enter text

Copies of this document are available for inspection at the office of the Engineer and may be purchased from Standards New Zealand, Private Bag 2439, Wellington 6020.

(Clause numbers refer to NZS 3910:2013 and are for infonnation only.)

SCHEDULES TO THE NZS 3910:2013 CONDITIONS OF CONTRACT

NZS 3910:2013 Conditions of contract for building and civil engineering construction

2.1 Schedule 1 - Special Conditions of Contract - SpeCific Conditions of Contract

Clause Title and subject matter Specific condition datan Genetal

Coodlioos

1. INTERPRETATION

1.2 Definitions

The Principal is: Rotorua Lakes Council

of: 1061 Haupapa Street, Rotorua 3046

1.2,10.2, Separable Portions12.4.4

.Are tIlere any Separable Portions in tIlis Contract? Ves - Stage 1, stage la

.If yes, tile Separable Portions are as follows and as further N/A

defined in the Contract:

2. THE CONTRACT

2.1 Type of Contract

2.t.t This Contract is a:

(a) Lump sum contract govemed by 2.2; ~

(b) Measure and value contract governed by 2.3; D

(c) Cost reimbursement contract governed by 2.4. D

2.4 Cost reimbursement contnlCt NIA

2.4.1 Allowance(s) which are to be added to Net Cost in a cost reimbursement contract or for parts of tile Contract Works which are

required to be carried out on a cost reimbursement basis:

(If per ntages are shown as zero or nil, allowan s for overheads and profit are deemed to be included in Net Cost.)

.Allowance for On-site Overheads: Nil(%)

.Allowance for Off-site Overheads and Profit: Nil(%)

2.4.4 Indicative estimates of tile Contract Price:

Are indicative estimates required? No

0/8

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section E Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section E

Clause Title and subject matter Specific condition datain General

Coodlions

2.5 Local authority contracts

2.5.1 Is this Contract a local authority contract to which 2.5.2 applies? Yes

2.5.3 Is this Contract a contract in a public place to which Bl and B2 of Yes

Appendix B apply?

2.5.4 Is this Contract a road contract to which Appendix B applies? No

If yes, the allowance under B3 shall be:

2.6 Evidence of Contract

2.6.2 How is the Contract Agreement to be executed? Three sets of contract documents, signed by anauthorised representative of the Principal will beforwarded to the Contractor for signing. Only the Contract

Agreement is required to be signed by an authorised

representative of the Contractor. The Contractor shallretain one set and return the other two sets to the

Principal.

2.7 Documents prepared by the Engineer or Principal

2.7.1 Copies of the Contract shall be supplied without charge to the PDF or MS Word/Excel.

Contractor in the following electronic form:

3. BONDS

3.1 Contractor’s Bond

3.1.1 Is a Contractor’s Bond required? Yes

3.1.2 If yes, the amount of the Contractors Bond shall be: 10%of Contract Value

3.2 Principal’s Bond

3.2.1 Is a Principal’s Bond required? No

3.2.2 If yes:

The amount of the Principal’s Bond shall be: N/A

The surety for the Principal’s Bond shall be: N/A

4. SUBCONTRACTS

4.2 Nominated Subcontractors

4.2.1 Nominated subcontractors are: N/A

5. GENERAL OBLIGATIONS

5.4 Possession of the Site

5.4.1 The Contractor shall be given Possession of the Site: (Select one to apply, (a) or (b))

(a) 10 Working Days after the Date of Acceptance of Tender 0

(b) On the following date: As agreed with the Principal 181

5.4.4 limits on the Contractor’s r~ht of entry to adjoining properties are: Any access to adjoining properties to be arranged by the

Contractor with the respective property owner.

5.5 Separate Contractors

5.5.1 Separate Contractors who may be carr;;ng out work on the Site

concurrently with the Contract Works are:

5.5.2 Are facilities for Separate Contractors required? No

If yes, details of facilities required are: N/A

Clause Title and subject matter SpeCific condition datainGfHlfIflIl

Cond ioos

5.6 Care of the worl<. and Site

5.6.6(g) Further risks specifically excepted are: INil5.10 Programme

5.10.4 Is the programme required to be a Comprehensive Programme? Yes

5.10.4(e) If yes, other requirements for the Comprehensive Programme are: Critical path shall be shown

5.10.5 The Comprehensive Programme shall use the following software: MS Project or similar

5.10.6 Updates of the Comprehensive Programme shall be provided at the Monthly - on the last day of the month

following intervals:

5.11 Compliance with law.

5.11.3 Exceptions to the Principal’s obligations to obtain licences under Nil

5.11.3 are:

5.11.4 Exceptions to the Contractor’s obligation to give notices and obtain Nil

other licences under 5.11.4 are:

5.17 Safety plan

A Contract-specific safety plan is required to be prepared by the Yes

Contractor

5.18 Quality plan

Is a quality plan required to be prepared by the Contractor? Yes

5.19 Traffic management plan

Is a traffic management plan required to be prepared by the Yes

Contractor?

5.20 As.built drawings, manuals, and maintenance record.

5.20.1(a) Are as-built drawings required to be prepared by the Contractor? Yes - for underground services and ducts (includingexisting where they have been relocated). stormwater

(pipes, cesspits, outlets and swales) streetlight locations,

footpaths, bollards, kerbs, pavement, traffic calming,signs, relocated fences and gates, RAMM data

5.20.1(b)Are operation and maintenance manuals required to be prepared by Yes

the Contractor?

5.20.1(c) Are maintenance records required to be prepared or updated by the No

Contractor?

6. ENGINEER’S POWERS AND RESPONSIBILITIES

6.1 Appointment of Engineer

6.1.2 The Engineer is:

whose professional qualification is:

8. INSURANCE

8.1 General

8.1.1 The party identified below shall arrange the following insurancesreferred to in the following clauses:

B.3 and B.B Construction Contractor

B.B Existing structure(s) and contents Principal

B.4 Plant Contractor

E/2 E/3

Contract 18/029: Rotorua Lakefront Redevelopment. Con~uction Contract Section E Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section E

Clause Title and subject matter Specific condition datain General

Coo<Iiions

8.5 or 8.9 Public liability Conuactor

8.5.2 Motor vehicle liability Contractor

8.6 Professional indemnity Contractor

8.1.6 The following forces of nature shall be specifically insured under 8.3,8.8, or 8.9 as applicable:

(a) Landslip: Yes

(b) Earthquake’ Yes

(c) Tsunami: Yes

(d) Tornado: Yes

(e) Cyclone: Yes

(n Storm: Yes

(g) Flood: Yes

(h) Lightning strike: Yes

(i) Volcanic activity: Yes

m Hydrothermal activity: Yes

(k) Geothermal activity: Yes

8.3,8.8 Construction insurance

(These items are required to be completed whether the Conuactor orthe Principal is the insuring party (see 8.1 above))

8.3.2, The following shall have their respective interests noted in the Nil

8.8 construction insurance policy:

8.3.3, Where construction insurance is required (see 8.1 above), the amount8.8 of insurance to be effected for the Contract Works and Materials shall

be for not less than the sum of the Contract Price, after the

acceptance of the offer, ptus the following allowances:

(a) An allowance for the Cost of demolition, disposal and preparationfor replacement war!<, equal to:

(i) The amount in the right hand column: ($)

(ii)The percentage in the right hand column of the Contract 5% of the Contract Price

Price adjusted as above:

(b) An allowance for professional fees including the Cost of clerks ofworks and inspectors, equal to:

(i)The amount in the right hand column: ($)

(ii)The percentage in the right hand column of the Contract 10% of the Contract Price.

Price adjusted as above:

(c) An allowance for items to be incorporated in the Contract Works,the Cost of which is not included in the Contract Price, equal to:

(i) The amount in the right hand column (S)

(ii)The percentage of the Contract Price adjusted as above, 5% of the Contract Priceslated in the r~ht hand column:

(d) An allowance for an increase in the Contract Price due toVariations equal to:

(i) The amount in the right hand column: $

Clause Title and subject matter Specific condition datainGenersf

Coo<IfuJs

(ii)The percentage of the Contract Price adjusted as above, 5% of the Contract Price

stated in the r~ht hand column:

(e) An allowance for increased construction Costs due to inflation

equal to:

(i) The amount in the right hand column: ($)

(ii)The percenlage of the Contract Price adjusted as above, 5% of the Contract Pricestated in the r~ht hand column:

8.4 Contractor arranged Plant insurance

Where Plant is required to be insured (see 8.1 above): (select one to apply, (a) or (b))

(a) The Contractor shall insure the following items of Plant on theSite for the amounts slated:

(b) The Contractor shall insure each item of Plant on the Site having fZI (S) 50,000a current market value of more than:

8.5 Contractor arranged public liability insurance

8.5.1 Where required (see 8.1 above), public liability insurance shall be fZI (S) 10,000,000 in respect of anyone incidenteffected by the Contractor for an amount not less than:

Such public liability insurance may include sub-limits:

.For liability arising out of vibration, weakening or removal of (S)N/A

support, of not less than:

.For liability under the Forest and Rural Fires Act 1977, of not less ($) 2,000,000than:

8.5.2 Where required (see 8.1 above), motor vehicle third party liability ($) 2,000,000insurance shall be effected for an amount not less than:

8.6 Contractor arranged professional indemnHy insurance

8.6.1 Where required (see 8.1 above), professional indemnity insurance for

design by the Contractor shall be effected for

an amount not less than:

.For anyone claim: ($) 5,000,000

.And for an amount in the aggregate of: ($) Nil

8.6.2 Sub-limits of liability for des~n of parts of the Contract Works by N/A

Subcontractors shall be not be less than:

(list specific part(s) of Contract Works and applicable $ sub-limits for

anyone claim and for an amount in the aggregate, or state if not

require(d)

8.8 Principal arranged construction insurance (refer also to 8.3)

In accordance with 8.7.2, the insurance policy wording title is: N/A

In accordance with 8.7.2, the extraordinary exclusions, conditions, N/A

warranties or endorsements to the policy are:

8.8.1 Where the Principal is required to effect construction insurance (see8.1 above):

The lead insurer is: N/A

Address of lead insurer: N/A

The Nominal Deductibles are:

E/4

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Contract 18/029~Rotorua Lakefront Redevelopment. Construction Contract Section E Contract 181029: Rotorua Lakefront Redeve~ment . Construction Contract Section E

Clause Title and subject matter Specific condition data

in General

Coodiions

.For damage arising out of the Contract Works: N/A

.For other claims: N/A

.For natural perils: N/A

8.8.2(a) The existing structures or properties are:

.The replacement value to be insured is’ ($) Nil

.The lead insurer is: N/A

.Address of lead insurer: N/A


.For damage arising out of the Contract Works: $

.For other claims: $

.For natural perils: $

8.8.2(b) Other structures or property in the vicinity are: N/A

.The replacement value to be insured is: ($) Nil







8.8.2(c) Contents insurance:

.The replacement value to be insured is: ($) Nil







8.9 Principal’s option to inlure public liability

8.9.1 Where required (see 8.1 above), the Principal shall effect public ($) Nil

liability insurance for an amount not less than

The lead insurer is: N/A

Address of lead insurer: N/A

The Nominal Deductible is: N/A

In accordance with 8.7.2:

.the policy wording title is: N/A

.extraordinary exclusions, conditions, warranties, or endorsements N/A

to the policy are:

Clause TItle and subject matter SpeCific condition data

inG8fI6f81

Coodlions

8.9.2 Such public liability insurance may include sub-limits for:

.Liability arising out of vibration, weakening or removal of support: ($) Nil

.Liability under the Forest and Rural Fires Act 1977: ($) Nil

9. VARIATIONS

9.3 Valuation of Variations

9.3.9 For On-site Overheads:

(a) The prices and rates in the Schedule of Prices are inclusive of ~full allowance for On-site Overheads;

(b) The prices and rates in the Schedule of Prices are exclusive of DOn-site Overheads.

9.3.7, The allowance for On-site Overheads to be added in accordance with N/A

9.3.9 939 is

(i) Agreed percentage: Nil(%)

(ii) As nominated in the Schedule of Prices; D

(iii) As nominated in the Contractors tender; D

(iv) A reasonable percentage. ~

9.3.10 For Off-site Overheads and Profit:

(a) The prices and rates in the Schedule of Prices are inclusive of ~Off-site Overheads and Profit;

(b) The prices and rates in the Schedule of Prices are exclusive of DOff-site Overheads and Profit;

9.3.11 For time-related Cost, the Working Day rate in compensation for time- N/A

related On-site Overheads and Off-site Overheads and Profit in

relation to an extension of time to be applied in accordance with9.3.11 is:

(i) Agreed percentage: D Nil(%)

(ii) As nominated in the Schedule of Prices; D

(iii) As nominated in the Contractors tender; D

(iv) A reasonable percentage. 1:8:1

9.3.15 For processing of Variations, the percentage to be paid in accordancewith 9315 is:

(a) Agreed percentage: ~ Nil(%)

(b) As nominated in the Schedule of Prices; D

(c) As nominated in the Contractors tender; D

(d) The reasonable Cost of processing Variations. D

10. TIME FOR COMPLETION

10.2 Due Date for Completion

10.2.1 The periods to be used for calculating the Due Date for Completionare:

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section E Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contract Section E

Clause Title and subject matler Specific condition datain Gen/

Conditions

(a) For the Contract Works: !be

(b) For any Separable Portions: N/A

10.4 Practical Completion Certifica1e

10.4.5 Prior to the issue of the Practical Completion Certificate

(a) Producer Statements in the form of Schedule 6 are required; 0

(c) Producer Statements as set out in the following parts of the rContract are required:

!be

(c) Producer Statements are not required. 0

10.5 Damages for fate completion

10.5.1 Liquidated damages shall be applied as follows:

.In respect of the Contract Works $1500 ($ per Working Day) RLC to confirm cost

.In respect of any Separable Portion(s): N/A ($ per Working Day for each Separable Portion)

10.6 Bonus for early completion

Is a bonus to be payable? No

.If yes, the bonus for the Contract Works is:

.If yes, bonuses for any Separable Portion(s) are:

11. DEFECTS LIABiliTY

11.1 Defects Notifica1ion Period

The Defects Notification Period shall be:

.F or the Contract Works 12 months

.For any Separable Portion(s):

11.3 Final Compfetfon Certifica1e

11.3.2(a) Prior to issue of the Final Completion Certificate:

(a) Producer Statements in the form of Schedule 6 are required; r

(b) Producer Statements as set out in the following parts of the 0Contract are required:

(c) Producer Statements are not required. 0

11.3.2(b) Prior to the issue of the Final Completion Certificate:

(a) As-built drawings and operation and maintenance manuals are rrequired;

(b) As-built drawings and operation and maintenance manuals are 0not required.

11.5 Warranties

11.5.1 (a) No warranties are required; 0

(b) The Contractor shall provide warranties as set out in the rContract for the following items of work: footpaths, road surface

(new works only), streetlights, wheel stops, new gate

11.6 Guarantees

Claule Titie and subject matler Specific condition datainGfHll

CoodiIions

11.6.1, (a) No guarantees are required; 011.6.2

(b) The Contractor shall provide guarantees in the following form’ r

12. PAYMENTS

12.1 Contracto~s payment claims

12.1.3(b)Advances for Ma1erials delivered to the Site

(iii)

(a) Advances for Materials delivered to the Site but which have yet rto be incorporated in the Contract Works shall not be made;

(b) Advances for Materials delivered to the Site but which have yet N/A

to be incorporated in the Contract Works shall be made, subjectto the following conditions’

12.1.3(b) Advances for Temporary Works or Plant

(iv)

(a) Advances for Temporary Works or Plant shall not be made; r

(b) Advances for Temporary Works or Plant shall be made, subject Nil

to the following conditions:

12.1.3(b)Advances for Ma1erials not yet on Site

(iv)

(a) Advances for Materials not on Site shall not be made; r

(b) Advances for Materials not yet on Site shall be made, subject to Nilthe following conditions:

12.3 Retention monies

12.3.1, The percentage to be retained from each progress payment and the12.3.2 limit of the total sums retained shall be in accordance with the

following:

(a) For the Contract Works, a total retention of: r

.10% on the first $200,000, and

. 5% on the next $800,000, and

. 1.75% on amounts in excess of $1 ,000,000, and

.With a maximum total retention when aggregated of

$250,000, and

. With a defects liability retention of half the totalretention.

12.3.3 Bond in lieu of retention N/A

(a) The Contractor may provide a bond in lieu of retentions; 0

(b) The Contractor may not provide a bond in lieu of retentions. r

12.8 Cost fluctua1ions

(a) Cost fluctuations shall not be paid; r

(b) Cost fluctuations shall be paid in accordance with the amended 0Appendix A.

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Clause Title and subject matter Specific condition datain Gener8/

Condiioos

(c) Cost fluctuations shall be paid in accordance with the method Ddescribed in

12.13 Goods and services tax

12.13.2 Payment Schedules provided by the Engineer:

(a) Shall not be in the form of a tax invoice; D

(b) Shall be in the form of a buyer created tax invoice and the ~parties agree not to issue any other tax invoice for itemscovered by the Payment Schedule.

13. DISPUTES

13.4 Arbitration

13.4.3 If required, the arbitrator shall be nominated by the following Person: The Engineer

15. SERVICE OF NOTICES

15.1.2 For the purpose of service of written notice:

(a) The address of the Principal is: Rotorua lakes Council

Postal address: Private Bag 3029, Rotorua Mail Centre, Rotorua 3046

Delivery address: 1061 Haupapa Street, Rotorua

Mark for the attention of: Jean-Paul Gaston

Email address: [email protected]

Other agreed means of electronic communication and address detail: As mutually agreed by the parties from time to time

(b) The address of the Contractor is: Details to be provided subsequent to Contract award

Postal address:

Delivery address:

Mark for the attention of:

Email address:


(c) The address of the Engineer is: !be

Postal address:

Delivery address:

Mark for the attention of:

Email address:


Schedule 2: Special Conditions of Contract - Other Conditions of Contract (replaces Schedule 2 of NZS

3910:2013)

The General Condilions of Contracl, NZS 3910:2013 Conditions of contract for building and civil engineering construction - Fixed term, are amended as set out herein.

Clause numbers refer to the General Conditions, or addilional clause numbers.

1. INTERPRETATION

1.2 Definitions

Add new definitions

Probity Event means:

(a) where the Principal considers (acting reasonably) that an inducement or reward has been offered or provided to any employee, agent or representative of the Principal by or on behalf of the Contractor in retum for showing or not showing favour or disfavour to any person in relation to this contract; or

(b) committing any offence under any laws creating offences in respect of fraudulent acts; or

(c) defrauding or attempting to defraud or conspiring to defraud the Principal; or

(d) an event, matter or thing for which the Contactor is responsible that in the opinion of the

Principal (acting reasonably) is or is likely to have a material adverse effect on the

reputation of the Principal.

2.THE CONTRACT

2.11 Add new 2.11Accuracy of infonnatlon

1. All infonmation made available by or on behalf of the Principal whether prior to, wilh or subsequent to, this Contract

Agreement is made available on the basis that the Principal makes no representation or warranty, whether express or implied, as to the completeness, correctness or accuracy of such information. The Contractor shall check the

completeness and correctness of any such information prior to carrying out the work to which the information relates and undertake all such further investigations as it may consider appropriate.

2.12 Add new 2.12 - Reliance

2.12.1 The Contractor acknowledges that the Principal is relying on Ihe advice, skill and judgement of the Contractor in the construction of the Contract Works.

2.12.2 It is the responsibility of the Contractor to identify, assess, quanlify and allow for any risk associated with

completing the design and construction of the Contract Works, unless specifically indicaled otherwise in the Contract Documents.

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5.7.2 The Contractor shall ensure so far as is reasonabty practicable that the health and safety of any:3. BONDS

3.1Contractor’s Bond

3.1.6 In 3.1.6(a) and (b) delete "up to Practical Completion" and replace with "up to the date of issue of the Practical

Completion Certificate"

3.1.9 Delete 3.19is not put at risk from the carrying out of the Contract Works.

5.7.3 The Contractor must have in place and operate throughout the carrying out of the Contract Works:4.SUBCONTRACTS

4.1General

4.1.3Add to the end of 4.1.3

and the Contractor shall be responsible for the acts, defaults and neglects of any Subcontractor or Subcontractor’s

agents, employees or consultants as fully as if they were the acts, defaults and neglects of the Contractor or the

Contractors agents, employees or consultants.

workers involved in carrying out the Contract Works;(a)

(b)

(c)

workers whose activities in canrying out work are influenced or directed by the Contractor; and

other person;

(a)

(b)

(c)

ongoing hazard and risk identification and mitigation processes;

proper procedures for dealing with emergencies that may arise; and

an effective drug and alcohol policy that applies to its workers, which must provide for a valid random testing

programme.

4.1.4

5.7.4 The Contractor shall:

(a) keep a record of all deaths, injuries, illnesses and notifiable incidents which are required by law to be notified

("Notifiabte Events") to Work Safe or the relevant designated regulatory agency under the health and safety legislation ("HSWA Regulator") for at least 5 years from the date on which notice of the relevant event is

given to the public authority;

Add new 4.1.4

The Contractor must engage the key Subcontractors stated in the Contractor’s tender or in the Special Conditions. The Contractor shall not terminate any such engagement or in any other way replace the named Subcontractor

without the prior written consent of the Engineer whose consent shall not be unreasonably withheld. Such key Subcontractors shall not be Nominated Subcontractors.

4.1.5 Add new 4.1.5

The Contractor shall, promptly upon execution of any key subcontract named in the Special Conditions, procure from the key Subcontractor a continuity guarantee in favour of the Principal in the form set out in Schedule 17. No

payment otherwise due under the Contract shall become payable until the key Subcontractor has executed the

continuity guarantee and the Contractor has delivered the continuity guarantee to the Principal.

4.1.6 Add new 4.1.6

Where work is required on the Principal’s live water mains, wastewater pipes and storm-water pipes as indicated in

the Special Conditions, the Contractor, or Subcontractor who will do the work, shall hold a current approval from the

Principal in the appropriate category as defined in the Special Conditions. The Engineer’s consent required by 4.1.2

for subcontracting part of the Contract Works will not be required where the Contractor is using an approved Subcontractor for works pursuant to this clause 4.1.6.

5.7.5

5. GENERAL OBLIGATIONS

5.3 Control of employees

5.7.6 The Contractor must, as soon as possible, notify the Principal through the Engineer of any proceedings and/or

enforcement action it is issued with.

5.7.7 The Contractor shall provide the Principal with access to the Site in order to review, monitor or audit the Contractors health and safety procedures and practices as deemed appropriate by the Principal. The Contractor shall participate in any health and safety audits conducted by the Principal or any person appointed by the Principal. The Contractor shall rectify any issues raised in any such audit

5.7.8 The Principal shall notify the Contractor through the Engineer of any safety hazards or risks associated with the

Contract Works or the Site, or special safety measures required, of which the Principal or the Engineer are aware, and

with which an experienced contractor may not reasonably be expected to be familiar.

5.3.2 Number the existing "5.3.1" and add new 5.3.2:

The Contractor must employ the key personnel named in the Special Conditions in the positions nominated in the Contractors tender or in the Special Conditions. The Contractor shall not remove any such key personnel from their

stated position without the prior written consent of the Engineer whose consent shall not be unreasonably withheld.

5.7 Protection of Pel’1ons and property

Delete 5.7.1- 5.7.7 and replace with:

5.7.1 So far as the Site, Materials and the Contract Works are under the Contractor’s management or control, the Contractor

shall ensure so far as is reasonably practicable that the Site, Materials and Contract Works, including the means of

entering and exiting the Site and anything arising from the Site are without risks to the health and safety of any

persons.

(b) as soon as possible after becoming aware that a Notifiable Event arising out of the carrying out of the Contract Works has occurred, ensure that the HSWA Regulator is notified of the event; and

so far as the Site and the Contract Works at which any Notifiable Event has occurred are under the

Contractor’s management or control, take all reasonable steps to ensure that the Site or the Contract Works

where the Notifiable Event occurred is not disturbed until authorised by the HSWA Regulator

Following any Notifiable Event the Contractor shall:

(c)

(a) give to the Principal through the Engineer a copy of any information or notice which the Contractor is required to provide or make to the HSWA Regulator relating to that Notifiable Event;

(b) provide the Principal through the Engineer a report giving complete details, including results of investigations, into the cause of the Notifiable Event and any recommendations or strategies for prevention of any similar

Notifiable Event in the future; and

(c) provide the Principal with such assistance as may be reasonably necessary to conduct a Notifiabte Event, incident or accident investigation

5.7.9 The Contractor shall provide all watching and provide, erect, maintain and when no longer required remove all

barricades, fencing, temporary roadways and footpaths, signs, and lighting necessary for the effective protection of

property, for traffic, and for the safety of persons.

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5.7.10 The Contractor shall, so far as is reasonably practicable, engage with workers (including all workers of the Contractor and Subcontractors and any workers who are likely to be directly affected by the work) involved in carrying out the Contract Works in relation to health and safety matters concerning the Site or the Contract Works. The Contractor shall have procedures in place that provide reasonable opportunities for such workers to participate effectively in

improving health and safety in respect of the Site and the Contract Works on an ongoing basis.

5.11.10 In the first line of 5.11.10 delete "date of closing of tenders" and replace with "Date of Acceptance ofTender".

Add the following additional clauses

5.7.11 The Contractor shall so far as is reasonably practicable co-ordinate, consult and cooperate with all other duty-holders in relation to the Contract Works, including the Principal. The Contractor shall facilitate engagement between the

Contractor, the Engineer and the Principal (and where requested by the Principal, its designers) in relation to health and safety matters.

5.11.11 The Contractor shall not do anything or omit to do anything, or use materials, substances or processes which:

(a) would or is likely to discharge a contaminant into the environment that is not in compliance with any licences

applicable to the Contract Works; or would or is likely to cause the total emission of noise from the Site to exceed prescribed boundary noise levels; or that would or is likely to cause any adverse effect on the

environment; or

5.7.12 If during the term of the Contract the Engineer considers the Contractor is: (b) is a breach of any duty or obligation of the Contractor under the Resource Management Act 1991 ("RMA"); or

(a) not conducting the Contract Works in compliance with the Site-specific safety plan, relevant legislation, applicable codes of practice or standards, or any other requirements for health and safety set out in the Contract; or

(c) does or is likely to give rise to the issue of an abatement notice, enforcement proceedings or an excessive noise direction under the RMA against the Principal, Contractor or Subconlractor

(b) conducting the Contract Works in such a way as to endanger the health and safety of the Contractor’s employees or Subcontractors, or any other person,

5.11.12 Before a Subcontractor commences work the Contractor shall obtain similar undertakings as those stated in 5.11.11 from that Subcontractor in relation to the subcontract works.

the Engineer may instruct the Contractor to suspend the Contract Works until the Contractor has rectified its failure to

comply with its obligations to the satisfaction of the Engineer.5.11.13 The Contractor shall indemnify and keep indemnified the Principal from all costs, damages, fines, penalties, loss and

expense incurred or suffered by the Principal in respect of any breach of the RMA directly or indirectly related to a breach by the Contractor of any of the warranties set out in 5.11.11 except that the Contractor’s liability shall be reduced proportionately to the extent that the Principal or any person for whose acts or omissions the Principal is as between itself and the Contractor responsible, caused or contributed to that liability.

5.7.13 The Contractor shall hold health and safety accreditations which have been approved by the Principal and which satisfy any national management system standards stated in the Special Conditions.

5.7.14 Without limiting any other provision in the Contract, the Contractor shall comply with the Health and Safety Requirements and shall be responsible for any non-compliance by any Subcontractor with the Health and Safety Requirements.

5.11.14 If the Contractor becomes aware that it is or may be in breach, or is likely to be in breach of any of its obligations under 5.11.11 or any Subcontractor is or may be in breach of or is likely to breach the matters set out in the

agreement between the Contractor and Subcontractors pursuant to 5.11.12 then the Contractor shall immediately notify the Engineer of such breach or anticipated breach.

5.7.15 Where required by the Special Conditions, the Contractor shall provide to the Principal through the Engineer a monthly health and safety report, which meets the requirements for monthly health and safety reports set out in the Contract including the information in the Form of Health & Safety Reporting (Schedule 19). The format and content of the monthly health and safety reports shall be detailed in the Contractor’s Site-specific health and safety management plan. If Practical Completion occurs within a month of the commencement of the Contract, then the health and safety report shall be provided on Practical Completion.

5.7.16 If the Contractor fails to comply with any of the Health and Safety Requirements after having been given reasonable notice to comply, or if the Contractor is issued with an improvement or prohibition notice by Worksafe NZ or the HSWA Regulator and fails to implement suitable remedies promptly, or is prosecuted for a breach of any relevant legislation, such failure or prosecution shall be deemed to be a Contractor default which will entitle the Principal to terminate the Contract or resume possession of the Site, in accordance with 14.2.1(d). Alternatively, where the default if capable of remedy the Engineer may instruct the Contractor to suspend the Contract Works until the Contractor has rectified its failure to comply with its obligations to the satisfaction of the Engineer

5.11.15 The Contractor shall hold the environmental accreditations which have been approved by the Principal and which

satisfy any national management system standards stated in the Special Conditions.

5.13 Underground and above-ground utilities

5.13.3 Add to the end of 5.13.3

The Contractor shall be alone liable for the costs of repair or replacement of any damage to or loss of underground utilities identified by the Principal or known to the Contractor and aboveground utilities howsoever caused including by the negligence of the Contractor’s Subcontractors and the Contractor hereby indemnifies and holds harmless the

Principal against all claims made for actual or alleged loss or damage to underground utilities identified by the

Principal or known to the Contractor and aboveground utilities.

5.17 Safety plan

5.7.17

5.10

The Contractor shall take all reasonable sleps to avoid nuisance to prevent damage to property. Programme

Delete 5.17.1 to 5.17.5 and replace with:

5.17.1 Where required by the Special Conditions, the Contractor shall prior to commencement of the Contract Works on Site:5.10.1 Add to the end of 5.10.1

The programme shall include a forecast of all anticipated monthly payments, excluding retentions, to be made under the Contract. This forecast shall be updated monthly. (a) undertake a Site-specific risk assessment; and

5.11 Compliance with taws (b) prepare and submit to the Engineer a Site-specific health and safety management plan ("Plan") for the execution of the Contract Works.

5.17.2 The Plan shall:5.11.9 In the first line of 5.11.9 delete "Final Completion Certificate" and replace with "Practical Completion Certificate", and in 5.11.9(a) delete "11.3.2" and replace with "10.4.5".

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(a) address the means by which the Contractor intends to meet its obligations under 5.7 and any other

requirements for the Plan set out in the Contract; and

7. INDEMNITY

7.1 Indemnity

(b) detail how the Contractor will maintain a healthy and safe work environment and ensure legislative and best

practice compliance. 7.1.1(a) and (b) Add the words "design (by the Contractor)", before the words "construction of

5.17.3 Within 5 Working Days of receipl of the Plan, or revised Plan, the Engineer shall notify the Contractor in writing whether or not the Plan is accepted. Such acceptance shall not be unreasonably withheld. Where the Engineer does

not accept the Plan, the notice shall include the Engineer’s reasons, and the Contractor shall submit a revised Plan.

8. INSURANCE

8.1 General

5.17.4 The Contractor shall not commence any part of the Contract Works on Site unless the Engineer has accepted the Plan

or revised Plan. 8.1.2 Delete 8.1.2 and replace with

If any insurer makes or atlempts to make any material alteration to the terms of any insurance required by this

Contract during the currency of the insurance or its renewal, the party first notified by the insurer shall promptly give notice to the other insured parties. Any costs associated with a failure to notify the other insured parties of any such alteration will be the responsibility of the party first notified.

5.17.5 The Contractor shall comply with the Plan accepted by the Engineer under 5.17.4. Compliance with the Plan shall not

relieve the Contractor from any of its duties, obligations, and liabilities under the Contract.

5.20 As-built drawings and operation and maintenance manuals8.1.3 Add to end of 8.1.3

"provided that a copy of the policy has been provided to all insured parties prior to the works commencing."5.20.4 Add new 5.20.4

Where required by Ihe Special Conditions, the documents and information required to be provided by the Contraclor under 5.20 shall be in sufficienl detail and in a form appropriate to allow the Principal to accurately update the

Principal’s records, including Geographical Information System (GIS) records.8.2 Contractor arranged insurances - General

8.2.3 Add sub-paragraph (c) The insurances are primary 10 and will respond in priority to any policy of insurance effected by the Principal which

covers the same or similar interests.

5.20.5 Add new 5.20.5

Where draft information comprising as-built drawings, operation and maintenance manuals or producer statements

are required at time of Practical Completion Ihen an additional relention amounl shall apply until such are supplied in final form and consented to. 8.2.8 Add to end of 8.2.8

Nothing in Ihis provision shall limit the liability of the Conlraclor to Ihe Principal, should the Principal fail for any reason whatsoever 10 pay any insurance premium under the provisions of this subclause.5.21 Advance Notification

5.21.1(b) Add "or any Separable Portion" to the end of 5.21.1(b). 8.2.9 Add new 8.2.9

The Contractor shall be responsible for ensuring that Subcontractors maintain public liability insurance to the same

extenl as is required 10 be provided by the Conlractor.Add the following additional clause:

5.22 Environmental compliance plan 8.5 Contractor arranged public liability insurance

5.22.1 Where required by the Special Conditions, the Contractor shall prepare and submit to the Engineer an environmental

compliance plan for execution of the Contract Works.8.5.1 In the fourth line of 8.5.1 after the words "for an amount not less Ihan that stated in Ihe Special Conditions," add the

words "and in Ihe aggregale for products liability,"

5.22.2 The environmental compliance plan shall address the means by which the Contractor intends to meet its obligations under 5.11 and any other requirements for environmenlal compliance sel out in the Contract or in any licences

obtained or to be obtained by the Principal or the Conlraclor under 5.11.

Add new sub paragraphs to the end of 8.5.1 as follows

(d) Products liability insurance;

5.22.3 Within 5 Working Days of receipt of the Contraclor’s environmental compliance plan, or revised environmental

compliance plan, Ihe Engineer shall nolify the Conlractor in writing whelher or not Ihe plan is accepted. Such

acceptance shall not be unreasonably withheld. Where the Engineer does not accept the plan, the notice shall

include the Engineer’s reasons, and the Conlractor shall submit a revised environmental compliance plan.

(e) Liability for damage to underground services;

(0 Liability arising from Ihe use of construction machinery, including hired Plan I, except when being used as a

motor vehicle as defined in Ihe Land Transport Act 1998; and

5.22.4 The Contractor shall not commence any part of the Conlract Works unless the Engineer has accepted the

environmental compliance plan or revised environmental compliance plan.

(g) Liability for loss or damage to any existing structures, or other structures in the vicinity and the contents of

any of them, that are not specifically identified in Schedule 1 under 8.8.2 (a). (b) and (c).

5.22.5 Compliance with the environmental compliance plan shall not relieve the Contractor from any of its duties,

obligations, and liabilities under the Contract.

8.5.2 Add to end of 8.5.2:

The insurance shall be extended 10 include any vicarious liability of the Principal for loss or damage arising out of the

use of the Contractor’s motor vehicles in connection wilh Ihe Conlract Works.

8.7 Principal arranged insurances - General

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8.7.8 Add new 8.7.8

All claims proceeds under the insurances arranged by the Principal will be payable to the Principal. The Principal will reimburse the Contractor in respect of any progress payment claim approved by the Engineer for reinstatement or repairs to the Contract Works, or any part of the Contract Works, including loss or damage to any Materials.

Particular works which the Contractor must carry out prior to the issue of the Practical Completion Certificate are as stated in the SpeCial Conditions.

11. DEFECTS LIABILITY

9. VARIATIONS 11.3 Final Completion Certificate

9.1 Variations permitted 11.3.2 Add sub paragraph (c) "Anything else required by the Special Conditions"

9.1.1(b) Add to the end of9.1.1(b) "... whether or not any such work omitted is subsequently carried out by a Separate Contractor or by the Principal itself."

11.5 Warranties

11.5.2 Add", Schedule 18" after "Schedule 13"

9.3 Valuation of Variations

12. PAYMENTS

9.3.15 Delete the last sentence of 9.3.15 and replace with Where no such percentage is nominated, the Contractor shall not be entitled to the Cost of processing Variations whether or not they proceed.

12.2 Progress Payment Schedules

9.4 Daywork

12.2.8 Add to the end of 12.2.8:

"... or as otherwise provided in the Special Conditions.’

12.3 Retention Monies

9.4.3 In the last sentence of 9.43 delete "in such case" and replace with "in the case of records signed by the Engineer"

10 TIME FOR COMPLETION

12.3.2 Add to the end of 12.3.2(a) ...

less the Engineer’s assessment of the value of any Contract Works remaining to be completed other than minor omissions and minor defects under 10.4.1.

10.3 Extension of time 12.3.2 Add new sub-paragraph (b) and re.numberexisting subparagraphs (c) and (d)

10.3.1(c) Delete 10.3.1(c) and replace with

Any strike, lockout or other industrial action except where caused or to the extent contributed to by the Contractor or its Subcontractors;

(b) By payment, as part of the first progress payment after the Contractor provides all of the information

required to be provided under 11.3.2 for the whole of the Contract Works or for the Separable Portion, of one Ihird of the defecls liability retention;

10.3.1(d) Delete 10.3.1(d) and replace with Loss or damage to the Contract Works or Materials other than loss or damage caused by any act or omission of the Contractor or of any person for whose acts or omissions the Contractor is as between itself and the Principal responsible;

12.3.2 In the third line of new subparagraph (c) add the word "remaining" before the words "defects liability retention".

12.5 Final Payment Schedule

10.3.1 Add to the end of 10.3.1

No extension of time will be granted unless the delay has affected the critical path of the Contract Works such that Practical Completion cannot be achieved by the Due Date for Completion.

12.5.9 Add to end of 12.5.9

.... or as otherwise provided in the Special Conditions."

12.6 Effec1 of Final Payment Schedule

10.3.6 Delete first sentence of 10.3.6 and replace with The Engineer may where practicable in lieu of granting an extension, taking into account the resources available to the Contractor, require the Contractor to accelerate the rate of working to offsel in part or in total any delay in respect of which the extension would otherwise be granted under this 10.3.

12.6.2 Add new 12.6.2

Notwithstanding the issue of the Final Payment Schedule the Contractor shall remain liable for fulfilment of any obligation of the Contractor under the Contract which then remains unperformed or nol properly performed.

12.13 Goods and services tax

10.3.8 Add new 10.3.8

Where there has been a delay to the Contract Works which does nol entitle the Contractor to an extension of time

pursuant to 10.3.1, Ihe Contractor shall take all reasonable steps to expedite progress.

12.13.2 Delete 12.13.2 and replace with

Any payment claim or final payment claim prepared by the Contractor shall not be a GST Invoice. The Principal shall create a buyer created GST Invoice after the Engineer provides Progress Payment Schedules under 12.2 or Final

Payment Schedules under 12.5 and the parties agree not to issue any other GST Invoice for items covered by the

Payment Schedules.

10.4 Practical Completion Certificate

10.4.5 Add sub paragraph (c) "Anything else required by the Special Conditions"

10.4.7 Add new 10.4.7

12.14

12.14

Add new 12.14

Set off

F/1 F/1

Contract ~~?9: Rotorua Lakefront Redevelopment. Construction Contract Section F Contract 181029: Rotorua Lakefront Redevelopment. Construction Contract Section F

The Principal shall be entitled to set off against any sums that would otherwise be due to the Contractor, whether certified by the Engineer or otherwise, amounts in respect of any claims against the Contractor, including damages for breach of contract by the Contractor.

PROJECT DRAWINGS & SPECIFICATIONS

14. FRUSTRATION AND DEFAULT

1.

2.

3.

4.

Preliminary and General

Tonkin & Taylor. Engineering

Isthmus - Landscaping

SEG - Electrical Engineering

14.2 Default by the Contractor

14.2.1 Delete 14.2.1 and replace with

The Principal may at its option after giving notice to the Contractor either terminate the Contract or resume

possession of the Site in the event of:

(a) The Contractor failing to execute the Contract Agreement under 2.6 or to provide the Contractor’s Bond under 3.1 where required by the Contract;

(b) The Contractor assigning or subletting the whole or substantially the whole of the Contract Works without the consent in writing of the Principal;

(c) A Probity Event;

(d) The Engineer certifying in writing to the Principal that in his or her opinion the Contractor:

(i) has abandoned the Contract;

(ii) is in substantial breach of the Contract;

(iii) has failed to commence the Contract Works in accordance with 10.1.2; or

(iv) is persistently, flagrantly or wilfully neglecting to carry out its obligations under the Contract; or

(e) The Engineer certifying in writing to the Principal that in his or her opinion the Contractor is in breach of any of its obligations under 5.7 or 5.17,

and the Contractor’s default under (a), (b), (d) or (e) has not been remedied to the satisfaction of the Engineer within 10 Working Days of receiving tile notice.

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Contract 18/029: Rotorua Lakefront Redevelopment. Construction Contra~

APPENDICES, ADDITIONAL DOCUMENTATION

G/1

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Section G

Rotorua lakes Council

lAKEFRONT REDEVELOPMENT:

STAGE 1 & 1A

PRELIMINARY AND GENERAL

SPECIFICATION

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VERSION ISSUE DATE DISTRIBUTION NOTES

V1.0 14.02.19 Tender Issue

.Veros=~YWai Ariki P&G specification

Contents

1.0 GENERAL CLAUSES

PROJECT PARTICULARS

2.1 The Contract Works

2.2 Contract Intent

2.3 Design Intent

2.0

3.0 SITE INFORMATtON

3.1 Location

3.2 Contractors Establishment Area

3.3 Site Access

3.4 Hours of Work

3.5 Temporary Services

3.6 Site Establishment Plan And Management Plan 3.7 Co-operation with the principal 3.8 Disruption

4.0 SITE REQUIREMENTS

4.1 Record of Existing Condition and Damage to Property 4.2 Survey 4.3 Nuisance and Noise Control

4.4 Existing Services 4.5 Car Parking 4.6 Design ofTemporary Works 4.7 Keep Access Open 4.8 Archaeological Requirements 4.9 Trees

4.10 Sediment Control Requirements 4.11 Harassment

5.0 STATUTORY I GENERAL OBLIGATIONS

5.1 Building Consent and Resouroe Consent 5.2 Inspections and Notices 5.3 Footpath Deposit 5.4 Local Body Fees And Charges 5.5 Traffic Management

6.0 MATERIALS AND WORKMANSHtP

6.1 Materials Sourcing 6.2 Standards

6.3 Alternatives

6.4 Samples 6.5 Orders

6.6 Surface Finishes

6.7 Proprietary Components 6.8 Trademarks

6.9 Separate Contractors 6.10 Ordering of Materials 6.11 Quality Assurance

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7.0 SUBCONTRACTS

7.1 Co-ordination

7.2 Attendance

8.0 TEMPORARY WORKS I SECURITY

8.1 Signage 8.2 Temporary Accommodation

8.3 Excavation Support 8.4 Hoardings. Gantries, Lighting & Gates

8.5 Temporary Lighting and Services

8.6 Temporary Waterproofing 8.7 Security 8.8 Identification

8.9 Protective Clothing for Site Tours

9.0 PROTECTION

9.1- 9 General

10.0 CLEANING OF BUILDINGS AND SITE

10.1-4 General

10.5 Cleaning of Unoccupied Spaces and Ducts 10.6 Dirt, Droppings, Dust

11.0 DOCUMENTATION

11.1 Work Shown and Mentioned

11.2 Figured Dimensions

11.3 Acceptance, Approvals and Shop Drawings 11.4 Documents

11.5 Contractor Review of Design Documentation

12.0 FIRE PROTECTION

12.1 Fires’

12.2 Hazardous Activities

12.3 Fire Fighting Equipment

13.0 CONTRACTOR’S SITE MANAGEMENT

13.1 General

13.2 Particular Personnel Requirements 13.3 Health and Safety

14.0 COMMISSIONING

15.0 OPERATION AND MAINTENANCE MANUALS

15.1 Operation and Maintenance Manuals

16.0 CONSTRUCTION RECORDS

Wal Ariki P&G specifICation..Veros~~Y

Wai Ariki P&G specification~0U4l PIIOPfm BUSINESS. IN TlH ’liGHt Ha,NI)S

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17.0 MEETINGS

17.1

17.2

Site Meetings

Project Control Group

Preliminary & General

18.0 SITE RECORDS/REPORTING

18.1 Records

18.2 Monthly Reports 18.3 Site Visit Register 18.4 Non Compliance Register 18.5 Contract Programme 18.6 Contract Administration

1.0 GENERAL CLAUSES

The whole of the following Preliminary and General clauses shall be read in conjunction with and apply to all documents forming part of the Contract.

2.0 PROJECT PARTICULARS

19.0 PRINCIPAL TRAINING AND INSTRUCTION2.1 THE CONTRACT WORKS

21.0 COMPLETION

22.0 DEFECTS MANAGEMENT

22.1 Introduction

22.2 Pre-Practical Completion Defects Process

Rotorua Lakes Council "RLC" are proposing to undertake staged redevelopment of the existing CBD lakefront recreation area. The proposed redevelopment will encompass a world class promenade and

boardwalk. improved informal and formal play areas. improved water access, linkage to cycle networks, and provide opportunities for commercial activity.

Stage 1 and 1 a of the development. Stage 1 and 1 a works cover the main lakefront promenade, boardwalks over land, terracing, general amenities and planting.

2.1.2 ADJACENT BUILDINGS

These include the following:

Nil.

22 CONTRACT INTENT

The Form of Agreement shall be NZS 3910:2003 as modified in the tender documentation.

2.3 DESIGN INTENT

It is a fundamental requirement of the Principal that the Contractor accepts and constructs the Contract Works in accordance with the design provided to the Contractor by the Principal (or as otherwise provided for under the contract).

The design intent is as shown and contained in the following documents (all of which form part of the Contract Documents):

the Drawings (provided separately) the Specifications & Reports (provided separately) the Preliminary and General Specification; the Resource Consent, including all conditions (yet to be granted);

and includes the incorporation into the Contract Works of all structures, improvements and things which

are:

(i) incidentally necessary;

Wai Ankl P&G specifICation

Veros~~YRLC Lakefronl Redevelopment P&G specification

(ii) required to make the Contract Works and each element fit and suitable for the purposes for which

they are intended to be put, and if no intention is expressed or apparent, so as to be fit and suitable for the purposes for which they are customarily put; required by any New Zealand industry standard (and if no relevant New Zealand standard the Australian standard) applicable to the Contract Works;

required by the legislative requirements applying to the Site, the Contract Works or the Contract

Documents; and

in accordance with good building practice.

(iii)

(iv)

(v)

3.0 SITE INFORMATION

3.1 LOCATION

The site is located at Lakefront Drive, Rotorua.

3.2 CONTRACTOR’S ESTABLISHMENT AREA

The location and area is to be agreed with the contractor. This to be of such a design to permit deliveries and access for emergency vehicles, any access to neighbouring sites. The contractor is to allow for any and all design and consents from Tauranga City Council. Tenderers should allow to undertake any repairs to same and maintain the area in good order throughout the duration of the works and retum it to the same state as it was found. All service utility connections (e.g. power, telephone/datal water and drainage) are the responsibility of the tenderer. Full details of proposed contractor establishment area are to be submitted to the engineer for approval.

Contractor parking will be permitted on the site as space allows. No parking in the directly adjoining public space shall be allowed.

3.3 SITE ACCESS

The movement of Contractor’s vehicles on the site and within the Contract Works areas shall be included

in the Contractor’s Traffic Management Plan and will be agreed with the Engineer before commencing work.

3.4 HOURS OF WORK

3.4.1 The Contractor is to allow within the contract for working all hours as may be deemed necessary to

complete the contract within the contract period. The Contractor must, however comply with Council

Regulations, By-laws and Resource Consent requirements in respect of carrying out construction works, and have due regard for neighbouring residents, their rights and safety issues. The Contractor may therefore have to adjust resource as an alternative to working extended hours in order to achieve the construction programme.

Where the Contractor wishes to work outside the normal working hours Monday to Saturday or on public holidays the contractor must submit a request to the Engineer. The request must be submitted 48 hours before commencing the proposed work. Approval to work extended hours will not unreasonably be withheld

3.4.2 The Engineer and other Consultants inspection staff will generally only be available for communication to undertake their duties between 0800 hrs and 1700 hrs on Monday to Friday (excluding Public Holidays). There will be no full time onsite attendance by technical consultants. The Contractor shall programme all

Veros~~YRLC lakefron! Redevelopment P&G spedfication

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inspections and approval requirements to suit this general availability and provide advance warning of

inspections or attendance required on site.

3.5 TEMPORARY SERVICES

The contractor is to inspect existing services available on site and arrange for any and all additional

temporary services (power, water etc) required for the duration of the project for both site accommodation and Services for the Works including payment of all fee and power supply costs.

On completion disconnect temporary services and clear away all traces and make good all works back to

original condition or as described in the contract documents.

All power charges will be paid direct by the Contractor.

3.6 SITE ESTABLISHMENT PLAN AND MANAGEMENT

The Contractor must:

(a) within 10 days of the Date of Acceptance ofTender submit for the approval of the Engineer a

comprehensive Site Establishment Plan; and

(b) within 20 days of the Date of Acceptance ofTender submit for the approval of the Engineer, a

comprehensive Site Management Plan.

3.7 DISRUPTION

3.7.1 For all work that may disrupt the function of the neighbouring occupants (e.g. vibration, noise, services

alterations, fire protection etc) the contractor must complete and forward a disruption notice request to the

Engineers rep at least 72 (working) hours prior to the work being undertaken.

4.0 SITE REQUIREMENTS

4.1 SURVEY

Any required survey control points to be completed by the contractor.

4.2 NUISANCE AND NOISE CONTROL

The Contractor is to recognise that the works are being carried out in the vicinity to neighbouring and

operating buildings.

All reasonable precautions are to be taken to prevent damage and nuisance from water, smoke, vehicles,

dust, rubbish and any other causes resulting from the Works.

The lighting of fires is not permitted on site.

Radios and Audio Players are not permitted on site.

The Contractor, Subcontractor or Suppliers are not penmitted to bring animals onto the site.

.Veros~~YRLC Lakefront Redevelopment P&G specification

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4.3 CARPARKING

Parking for Contractor vehicles is not permitted on the remaining Lakefront parking areas.

Any vehicles contravening these restrictions may be towed away at the Principal’s discretion and the vehicle owners cost

4.4 DESIGN OF TEMPORARY WORKS

The Contractor shall be respcnsible for the design and submit to the Engineer two copies of the detailed

plans of Temporary Works at least two Weeks in advance of construction of such Temporary Works

commencing.

Any comment that the Engineer may, or may not, make upon these plans shall in no way relieve the Contractor of any of the Contractor’s respcnsibilities under the Contract Documents. Before submission to the Engineer, the Contractor’s propcsals for all these Tempcrary Works and erection methods shall have been checked by a Registered Engineer who has proven experience in the design of works of this nature, and who is expressly engaged by the Contractor for the purpcse of making such checks.

With the Contractors plans, the Contractor shall submit to the Engineer a certificate signed by a Registered Engineer to the effect that the calculations of all structural elements as designed by the Contractor for use as Temporary Works and all erection methods have been thoroughly checked by this

Registered Engineer and that the details and arrangements for carrying out the works as proposed by the Contractor are satisfactory and safe for the purpcse.

In addition, the Registered Engineer who checked the Temporary Works on behalf of the Contractor, shall make visits to the Site at sufficiently frequent intervals to be satisfied that the work is being carried out in accordance with the plans as checked and certified by the Registered Engineer, and shall report satisfaction in writing to the Engineer after each such visit. All Costs associated with this design, its check, and the checking Registered Engineer’s Site visits shall be met by the Contractor.

Allow to maintain, alter, adapt and move temporary works and services as necessary. Clear away any no

longer required and make good.

4.5 KEEP ACCESS OPEN

The Contractor shall ensure that access, including vehicular access and access to locations by the Fire Service, and other emergency services, is maintained at all times to properties affected by the Contract Works. Maintain all public access routes adjacent to Construction Site Boundary Fences and Hoardings. Ensure they are kept clean and sufficiently illuminated

4.6 ARCHAEOLOGICAL REQUIREMENTS

It is not expected any find of archaeological interest would be uncovered.

However, should an artifact be uncovered during the works the Contactor is to notify the Project Manager immediately and stop all works in the immediate area of the find.

4.7 TREES

No trees are to be removed on site unless stated in the design documentation. The Contract should note there are trees of significance in the works are, if in any doubt ask before removal. Replacement trees will be at the contractors expense.

.Veros=~IYRLC Lakefronl Redevelopment P&G specification

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4.8 SEDIMENT CONTROL REQUIREMENTS

The Contractor is to implement sediment and run off controls as required to completed the scope of works to the satisfaction of the Council. The Contractor is required to design, supply, install, and operate these

measures during the contract period, including the wheel washing facility for vehicles leaving the site.

5.0 STATUTORY f GENERAL OBLIGATIONS

5.1 BUILDING CONSENT AND RESOURCE CONSENT

5.1.1 Resource Consent: Resource Consent for the Project is yet to be obtained. Once obtained this will be

supplied to the Contractor, the Contractor is to make all allowances to compete the works in accordance with consent conditions.

5.1.2 Building Consent: Building Consent is required for portions of the Contract Works. This will be obtained

by the Principal. The Contractor will be responsible for the preparation, submission and obtaining of the Certificates of Public Use and Code Compliance Certificate including payment of any fees associated with such.

The Contractor will comply in all respects with the general and particular requirements of the Building Act 2004.

The Contractor will be responsible for obtaining Building Consents and approvals required for any temporary works or proprietary systems used within the construction works.

5.1.3 The Principal will uplift the Building Consents and provide the required documents to the Contractor who shall keep these on site for the duration of the Contract and then return them to the Principal in good condition.

5.2 INSPECTIONS AND NOTICES

The Contractor shall confirm with the Territorial Authority the inspection requirements needed to ensure

compliance with the New Zealand Building Code. Throughout the contract the Contractor shall allow for and make all arrangements for the required inspections to be carried out to ensure compliance in line with the Contractors program.

The Contractor shall obtain from the authorities and network utility operators all other permits, authorisations and approvals which relate to the carrying out of the Contract Works. The Contractor shall

pay all fees and levies in respect of same including re-inspections.

5.3 LOCAL BODY FEES AND CHARGES

The Contractor shall give all usual notices to the Authorities and arrange at its cost for the connection,

inspection and testing of electrical, plumbing and drainage work and other utilities to applicable services of Authorities.

The Contractor shall prepare documentation and lodge an application for, Certificate of Public Use and a Code Compliance Certificate at a time prior to Practical Completion of each stage and allow a period advised by the Authority for processing and issue by Practical Completion.

5.4 TRAFFIC MANAGEMENT

.Veros=gvRLC Lakefront Redevelopment P&G specification

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The contractor shall prepare and submit a Traffic Management Plan to the Engineer for approval by the

Principal.

All operations necessary for the execution of the Contract Works shall be carried out so as not to interfere

unnecessarily with the convenience of the public or with the condition of or access to, or use of, public or

private highways, roads, bridges, public places, or footpaths. The Contractor shall make good at his own Cost all damage or injury arising out of his operations under the contract and shall save harmless or

indemnify the Principal from and against all claims arising out of or in relation to any such matters.

The Contractor shall take all sufficient precautions for the general safety of the public, pedestrian, and vehicle traffic, Subcontractors and employees, and in particular shall:

(a) be responsible for traffic control during the course of the execution of the Contract Works and shall comply with the Principal’s and any interested authorities requirements as to traffic control;

(b) take all reasonable precautions to prevent accidents while undertaking the Contract Works by erecting hoardings, fences, barriers, signs, devices to cause traffic to slow down, and ensure

adequate lighting at all times;

(c) where there is any excavation, or other place dangerous to persons passing along or through the

Site, to fill in or enclose the same; and

(d) whenever the public safety requires, enclose the Contract Works by a hoarding or fence to the satisfaction of any relevant authority. Adequate warning signs and barricades shall be maintained to warn and protect pedestrians and traffic. Temporary speed restriction signs in accordance with Current Traffic Regulations shall be erected. During darkness all warning signs and all barricades, plant or other obstructions on the roadway and footpaths shall be rendered visible by warning lights. As soon as the need for signs, barricades or similar devices ceases, they shall be removed forthwith.

(e) During the progress of the works the Contractor shall keep all streets and footpaths affected by the contract clean and as clear from obstruction as possible, and shall at all times keep all fire hydrants, service boxes and valves in an accessible and immediately operable condition and keep indicators clea~y visible in correct positions.

The Contractor shall be solely responsible for the protection of all access ways and any footpath, road, adjacent property, plant and equipment from damage that may be caused by the Contractor in the execution of the Works and shall be responsible for the making good of any such damage to the satisfaction of the Local Authority and the Engineer at no cost to the Principal.

6.0 MATERIALS AND WORKMANSHIP

6.1 MATERIALS SOURCING

The Principals preference is for the contractor to generally source materials from local (New Zealand or

Australian) suppliers and manufacturers provided they meet the required quality standards and are cost

effective, able to be supplied within the program durations and have suitable technical support.

The Contraclor is to allow all costs of investigating procurement options for procuring Australian or New Zealand manufactured materials.

.Veros~~RlC lakefronl Redevelopment P&G specification

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Tenders for trade packages and provisional sums are to include the country of origin for major components and materials, and details of the location of final manufacture (where appropriate). The contractor shall take this infonmation into account when evaluating tenders and making recommendations to the owner.

6.2 STANDARDS

All Materials shall be new, unless otherwise specified, and in accordance with the requirements of the

Specifications. Where a particular Standard is not called for in the Specifications, Materials and

workmanship shall comply with the Building Act, the relevant New Zealand Standards (NZS) or NZS/AS, Australian Standards (AS), or British Standards (BS) where appropriate NZS do not exist. Reference to

any Standard in the Specifications shall include any amendment to or substitution for the referenced Standard.

The Engineer reserves the right to reject any work or materials which do not meet the requirements of the Contract Documents. The Contractor shall be liable to rectify such items to the Engineers satisfaction at

no extra cost or time.

All materials and products shall be handled, stored, and installed or fixed in accordance with the manufacturers or suppliers latest recommendations in the absence of any other instructions. Where there is conflict with the specification the Contractor shall seek direction from the Engineer. The materials are to be in new condition when incorporated into the work. Ensure that all installers are familiar with the required substrate conditions and the manufacturers or suppliers specified preparation, fixing and finishing techniques.

6.3 ALTERNATIVES

No alternative Materials to those specified shall be used without the written approval of the Engineer whose decision shall be final. No additional payment or extension of time will be authorised as a

consequence of the Contractor using approved alternative Materials.

Where an item is mentioned by a trade name or other specific reference, it shall be deemed to mean the

type of item so mentioned, or any other equivalent thereto in quality, finish, durability and serviceability for the purpose intended. The quoting of a trade name shall not be construed as any desire to restrict the use of a competitors’ Materials, and the Contractor is at liberty to offer for the Engineer’s approval any Materials considered by the Contractor to be of equivalent quality. Approval or otherwise of offered

alternatives shall be at the Engineer’s discretion. No warranty is expressed or implied that Materials

specified are regularly stocked by merchants.

The Contractor is encouraged to submit alternative proprietary materials and fittings to the Engineer for

approval where it is considered there may be an advantage in either specification, finish or cost.

The Contractors submission shall reflect the costs of any additional design, testing, or scheduling,

necessary for the Engineer to reach a decision.

Where the Contractor requests that alternative materials, equipment or detailed be used to those specified or indicated on the drawings the Contractor shall be responsible for the costs required for the consultants to carry out additional design, testing, or scheduling.

When alternatives are submitted, allowance shall be made for any work that may also affect other

Subcontractors.

No additional payments will be made for claims arising as a consequence of using alternative components, unless by prior agreement with the Engineer.

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6.4 SAMPLES

Where sample approval is specified, submit samples, prepare sample panels, and construct prototypes for review as to appearance, form and conformance with the drawings and specification. Submit all information required to assist the review process, including technical data manufacturers literature, independent appraisals and producer statements.

Timing for the provision and review of samples, sample panels and prototypes to be included in the Contract programme. Allow a minimum of 10 working days for each review. The Contractor shall arrange for samples to be submitted as early as possible and allow adequate time for alternatives to be sourced and offered for consideration. The programme for submission of samples and prototypes is covered under section. 18.5 of this specification.

Obtain the Engineers approval prior to incorporating such Materials in the Contract Works. Samples of

approved Materials shall be retained on Site for comparison with those built into the Contract Works. Remove from site any rejected samples.

6.5 ORDERS

As soon as a Contract is let the Contractor shall consider the timing and the critical lead-in times for

placing orders for the materials and elements required for the construction and completion of the work.

In the event of materials that have been ordered not being available in time to fit in with the construction

programme, a list of alternative but equivalent materials proposed as replacement shall be submitted to the Engineer for approval and direction. The Contractor shall be responsible for identifying the availability of materials and offering of alternatives in a timely manner, which allows for review and approval by the

Engineer in order to satisfy the construction programme.

6.6 SURFACE FINISHES

Should any trade consider that any surface of construction by another trade is in an unsatisfactory condition to ensure a proper finish for their work thereon, the trade shall report to the Contractor and the

Contractor shall confirm that and such work shall not proceed until the necessary improvements have been made. Failing such notice, the trade concerned will not be relieved of the responsibility for a poor finish due to such unsatisfactory conditions. Ensure substrate conditions are within the manufactures or

suppliers stated guidelines, beth before and during the installation of any material, product or system.

6.7 PROPRIETARY COMPONENTS

Where proprietary components are specified or shown on the Drawings, or submitted as alternatives, the Contractor shall allow for all design, drawings and other related charges incurred. This shall include

design and drawings for approval, Building Consent and construction.

6.8 TRADEMARKS

All articles fixed in exposed positions other than plant rooms shall be supplied without any makers name, sign or symbols embossed, engraved, cast or painted on. The approval of the Engineer shall be obtained to the design of essential lettering such as operating instructions for equipment etc.

6.9 SEPARATE CONTRACTORS

The Contractor shall ascertain from each Separate Contractor and supplier all particulars relating to his

work, with regard to order of its execution and builders work items required for the work before it is put in

B

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hand, as no claims will be allowed for extra cost of dismantling work already executed in consequence of

any neglect by the Contractor to ascertain these particulars beforehand.

(a) Concurrently with the Contract Works the Principal may, through its Separate Contractors be

carrying out other work on or about the Site or in the immediate environs of the Site:

(b) The Contractor must as directed by the Engineer accommodate the requirements of the Separate Contractors and co-ordinate and programme its own activities with the activities of the Separate Contractors.

6.10 ORDERING OF MATERIALS

The Contractor shall within one Month of the Date of Acceptance of Tender, provide to the Engineer the

delivery schedule for proprietary supply items materials and components not readily available ex-stock and items requiring manufacture or fabrication off Site. This schedule is to give the date of ordering and

quoted delivery period and is to be submitted to the Engineer in an agreed format. This schedule is to be

updated periodically as appropriate.

It is the Contractor’s responsibility to obtain all necessary licenses for imported materials and to place all orders to ensure their delivery to suit the time programme for the contract.

6.11 QUALITY ASSURANCE

The Contractor shall implement a Site Inspection reporting form for all consultant visits.

The Contractor shall implement a Non Conformance reporting and close out form for consultants.

The Contractor shall allow to proactively manage quality to achieve the required standards. To this end

sample areas and specific finishes are to be offered up as new trades commence for the Engineer to confirm the quality of these finished items of work are acceptable.

The Contractor shall prepare and update a Quality Plan as new sub-trades are engaged. The Quality Plan shall demonstrate compliance with the requirements of the Contract Documents. The Quality Plan shall be submitted to the Engineer for approval two weeks prior to commencing work on Site. Such plan shall

identify, primarily, the ’Inspection and Test Plans’ (ITPs) covering the checks, inspections and tests to be carried out by or on behalf of the Contractor, in order to ensure proper performance in the carrying out of the Contract Works. Compliance with the Quality Plan shall not relieve the Contractor of any of its duties,

obligations or responsibilities under the Contract Documents.

Where requested by the Engineer, the Contractor shall provide a statement of the method proposed to be used for the Construction of any part of the Contract Works.

The Contractor shall submit the proposed method statements to the Engineer, and to allow 2 weeks for

review, 1 week for re-submission of any amendments required and 1 week for further review.

The method statements shall include such drawings, specifications and calculations as the Engineer may require.

The submission of method statements shall not relieve the Contractor of contractual obligations or

responsibilities.

Details of all procedures and compliance certificates shall be submitted to the Engineer for information before each stage of the Contract Works is commenced. When any document is issued to the Engineer, relevant signed quality statements shall accompany it. The Engineer shall be entitled to audit any aspect of the system and require corrective action to be taken.

.Veros=~YRLC Lakefrool Redevelopment P&G spedficabon

Failure to comply with these requirements may result in the Engineer delaying payments due until the

Engineer is satisfied the Contractor has fulfilled its obligations under this section.

The contractor shall provide a schedule of all tests required by the Specifications and shall progressively obtain sign off of these from the respective design consultants. This schedule will be provided in the contractors monthly reports.

7.0 SUBCONTRACTS

7.1 CO-ORDINATION

The Contractor shall take responsibility for all aspects of the onsite coordination of main contract and subcontract works. The Contractor shall allow all costs associated in taking the lead role for this aspect of the works.

7.2

7.2.1

ATTENDANCE

The Contractor shall allow for attendance upon all Subcontractors and Authorities where concemed with

the work, as necessary, to enable satisfactory completion of the Contract. The Contractor shall ensure that all Subcontractors have access to all up-to-date contract documentation and shall be responsible for all site organization and discipline.

7.2.2 The Contractor shall allow to set out, form all holes, chases, building in, making good and cutting away for all trades.

7.2.3 The Contractor shall provide as necessary all general scaffolding and falsework required for the efficient execution of the Contract Works. Placement and erection shall comply with relevant statutory requirements and codes of practice. The Contractor shall give reasonable notice prior to removal of access scaffold to allow the project consultants the opportunity to carry out any inspections required.

7.2.4 The Contractor shall provide Subcontractor Facilities and general attendance including but not limited to:

Scaffolding, craning and hoisting provisions connection points for water, compressed air, telephone and power lighting suitable for carrying out respective works including finishing trades

use of mess rooms, sanitary accommodation and welfare facilities on site

space for storage of subcontract materials

space for the siting of subcontractor’s accommodation

removal of rubbish

safety provisions on the site

7.2.5 The Contractor shall ensure that Subcontractors and trades people examine tile drawings and

specifications covering the work of other subcontractors and trades which may affect the performance of their own work. Ensure that Subcontractors and operatives examine the work of others, upon which the

quality of their work depends, and that tIley report in writing to the Contractor any deficiencies which may adversely affect their work.

8.0 TEMPORARY WORKS I SECURITY

SIGNAGE8.1

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The Principal will penmit only waming and directional signs to be erected on the site with the exception of the "Project description" sign. Other sign is by approval only.

The "Project Description" sign is to be provided and installed by the Contractor, the cost of which shall be in his tendered price, and shall display:

Project Name

Principals Name and Logos Consultants Names

Contractors Name

The size shall be at least 2.4 x 3.6m and the lettering shall be carried out by a professional signwriter. Layout of the sign will be provided by the PrincipaL The contractor is to submit final designs for the project description sign to the engineer for review prior to manufacture

The Contractor shall allow for tile supply, relocation and removal of all temporary sign age.

No advertising or promotional signs shall be erected on the site or attached to fences or hoardings without the consent of the Engineer.

8.2 TEMPORARY ACCOMMODATION

The Contractor shall provide and allow for in the contract price suitable temporary accommodation for its own staff and for that of all Subcontractors. The sitting of temporary buildings, skips, lock ups, and areas to be used for storage of materials, removal of materials, parking of vehicles and temporary accommodation for sheds etc, shall be within the designated construction area.

The Contractor is to note that he shall provide temporary toilets within the site establishment area for the duration of the contract. These are to be located so as not to be visible from the street or be screened.

The Contractor shall be responsible for cleaning these facilities regularly and shall be responsible for

maintaining them in a sanitary condition and providing any consumables required for the duration of the Contract Period at their cost.

The Contractor shall provide temporary telephone facilities and emaill internet facilities for the efficient

management of the Contract Works and shall allow in its Contract Price for all costs relating to the

installation, maintenance, use and removal of such. The Principal will not provide any telephone lines to the Contractor. The Contractor is to install for his use equipment for external e-mailing (e.g. Modems or

routers) for communication witll the Principal, Design Team and Engineer.

Email will be used in preference to other forms of written communication.

8.3 EXCAVATION SUPPORT

The Contractor shall, at his own expense, supply and install all sheet piling, shoring, strutting or any other means required or necessary for the adequate and safe support of the sides of all excavations including cut batters. Such supports shall be maintained until they are no longer required.

8.4 HOARDINGS, GANTRIES, LIGHTING & GATES

8.4.1 The Contractor shall provide and maintain all temporary hoardings, gantries, fan protection, footpaths, guardrails, lighting and gates for protecting the public and others, for the proper execution of the works and for meeting the requirements of any local or other Authority.

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The Contractor shall submit to the Engineer for approval the locations and design of all hoardings, gantries and lighting.

8.4.2 External Hoardings /Fencing The Contractor shall allow for site fencing as appropriate to protect the staff and public,

Hoardings shall be of a suitable material and finish. Hoarding panels shall be securely fastened to prevent the removal of panels outside of the designated entry points. Where temporary acoustic hoardings are

required between public/patient occupied areas and the Contract Works in progress, the Contractor shall

ensure that the Engineer approves the proposed construction details.

The Contractor is to allow to maintain all hoarding and site fencing in good order keeping surfaces clean

and free of graffiti, unauthorised posters and the like including re-decoration as may be required from time

to time.

8.4.3 The Contractor shall allow for the staged erection, removal and modification / alteration to any temporary works provided as necessitated by the physical site constraints and the construction methodology adopted

The Contractor shall be responsible for obtaining all territorial Local Authority approvals and consents for

the provision of hoardings, tunnels and other temporary structures. The Contractor shall be responsible for

paying all fees and associated charges in connection with obtaining the necessary consents.

8.4.5

8.5 TEMPORARY LIGHTING & SERVICES

As part of any temporary works / structure that defines the public spaces the Contractor shall allow to

provide sufficient lighting including emergency lighting where appropriate to maintain lighting levels which

comply with the Building Code.

8.6 TEMPORARY PROTECTION

The Contractor shall provide and allow for in the contract price, to install and maintain all temporary measures necessary to protected completed areas of the works prior to hand over to the Principal.

8.7 SECURITY

The Contractor is responsible for security of the site from the date that the areas are handed over to the

Contractor to Practical Completion.

The Contractor shall be wholly responsible for the proper and adequate safeguarding of the Contract works and of fixed and unfixed materials on the site during both the working and non-working hours,

throughout the contract.

The Contractor shall at all times maintain site security to the approval of the Principal, and ensure security of the area considered vulnerable due to the works and / or due to the need to carry out works outside

normal working hours.

The Contractor shall at all times comply with the Principal’s security requirements.

8.8 IDENTIFICATION

The Contractor is to provide a suitable quantity of workwear for all staff and Subcontractors involved in the works for the purpose of identification and security on site. Workwear is to be suitable for the type of work

or trade and may be part of total outfit. Identification tags on their own will not be acceptable. Workwear is to be worn at all times. Workmen without suitable workwear will not be allowed on the site. All site

personnel must be easily identifiable as part of a group on site.

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8.9 PROTECTIVE CLOTHING FOR SITE TOURS (to be confirmed)

The Contractor shall provide and allow for in his price the following for use by RLC visitors for the purpose of viewing the incomplete works.

10 new construction hard hats

10 pair of new safety boots

10 High Viz Vests

9.0 PROTECTtON

9.1 The Contractor must take all necessary precautions to protect and maintain surface finishes and

completed work from damage, marking or disfigurements during the progress of the works. In the event of

such damage, the Contractor shall, repair, replace or make good the damaged part of the work to the

satisfaction of the Engineer.

9.2 The Contractor shall be responsible for the weather tightness and the security of the Principal’s property where this may be affected by his operations, and shall take all necessary steps to this end.

Should the Contractor fail to take whatever steps may be necessary to ensure the weather tightness and

security of the Principal’s property, the Engineer shall be entitled to deduct from money due or becoming due to the Contractor the value of all such losses he may sustain which are attributable to such failure on

the Contractor’s part.

The Principal reserves the right to engage others to make good security and weather tightness where these have been adversely affected by the Contractor and where the Contractor has failed to take

immediate effective remedial works to the Principal’s approval. Costs arising from the Principal having

engaged others to carry out this work shall be recovered by the Principal from money due or becoming due to the Contractor.

9.3 The Contractor shall acquaint himself with the site and protect all existing property, services and utilities.

Any damage incurred shall be reinstated at the Contractors cost.

94 All operations necessary for the execution of the Contract Works shall be carried out so as not to interfere

unnecessarily with the convenience of the public or with the condition of or access to, or use of, public or

private highways, roads, bridges, public places, or footpaths. The Contractor shall make good at his own

cost all damage or injury arising out of his operations under the contract and shall save hanmless or

indemnify the Principal from and against all claims arising out of or in relation to any such matters.

The Contractor shall take all necessary precautions for the general safety of the public, pedestrian, and

vehicle traffic, sub contractors and employees.

9.5

9.6 The Contractor shall have a written Health & Safety in Employment Policy which has been approved by the Principal and which satisfies both Department of Labour and/or occupational Health and Safety standards.

9.7 The Contractor acknowledges to the Principal that the Contractor has the responsibility for the health and

safety of all persons in and about the Site involved in or in any way affected by the execution of the Works.

The Contractor will take primary responsibility to ensure that all necessary co-ordination and

communication with the Principal and any other contractors engaged by the Principal takes place.

9.8

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99 The Contractor shall indemnify the Principal against all costs, damages, fines, penalties, losses, and expense incurred or suffered by the Principal for any breach by the Contractor of these health and safety requirements.

11.3.2 The Contractor shall prepare such shop drawings and construction drawings as are outlined under the respective trade sections of the specifications or are necessary or specifically requested by the Engineer, and if necessary shall revise and re-submit them.

10.011.3.3 All shop and construction drawings shall be submitted in sufficient time to allow for comment and for the

Contractor to make any necessary modifications before fabrication or construction is begun. Generally the Engineer will require 10 working days to review and comment on drawings.

CLEANtNG OF SITE

10.1 The Contractor shall progressively remove rubbish from Ihe site. Access ways are 10 be kept clear of debris and free from obstructions at all times. Shop drawing review indicates only Ihat the supplied interpretalion of the design concept has been

reviewed without the need for further modification, olher than the corrections indicated by the reviewer.

10.2 At least weekly during the contract the Contractor shall clean up the site to the reasonable satisfaction of the Engineer. Rubbish is to be removed from site so as to not accumulate and become unsightly or hazardous. Where these conditions are not met the Engineer shall arrange such cleaning and removal as is necessary the cost of which will be charged to the Contractor.

Review of shop Drawings does not relieve the Contractor of responsibility for the correctness of the shop Drawings, Site dimensions, the overall design, or for ensuring the work is performed in compliance with the Contract Documents. Nor does it remove the need for the Contractor to comply with the stated

requirements, details and Specifications of the manufacturers and suppliers of individual components, materials and finishes. Neither can the review be construed as authorising departures from the Contract Documents.

10.3 Disposal of volatile fluid wastes shall be carried out offsite in a safe manner complying with Territorial

Authority requirements.

lOA Reviewed Drawings which contain comments or notations indicating where the shop Drawings are at variance with the Contract Documents to be modified and resubmitted to the Engineer for re-review and final approval.

On completion the Contractor shall allow for the removal of all rubbish caused by the operation of every trade. Clean all surfaces and remedy any defects.

10.6

10.6.1

11.3.4 The Contractor shall check all shop drawings of Subcontractor’s work and ensure that such drawings are submitted to the Engineer in ample time to allow for processing and re-submission if necessary, without

causing any delay in delivery of the same to the Principal.

DIRT, DROPPINGS, DUST

The Contractor shall be responsible for all dirt and droppings which may be deposited on public or private thoroughfares from vehicles servicing the Site, and shall remove same to the satisfaction of the appropriate authorities and the Principal. 11.3.5 The Specification and drawings to be adopted by the Principal will show the extent of the work but there is

no warranty, expressed or implied that they show each and every detail or item. Should any material, work or structural member appear to be inadequately described yet obviously necessary for the neat, strong and satisfactory completion of the work, the Contractor shall include and allow for the same.

11.0 DOCUMENTATION

11.1 WORK SHOWN AND MENTIONEDllA DOCUMENTS

This Specification and the attached drawings show the extent of the work, but there is no warranty, expressed or implied, that it shows each and every detail or item. Should any material, work or structural member appear to be inadequately described, yet obviously necessary for the neat, strong and

satisfactory completion of the work, the Contractor shall include and allow for the same.

The Specifications and drawings are divided into various sections for convenience and reference only. No claims will be admitted in respect of work not specifically mentioned in a particular section but which is

provided for, expressed or implied elsewhere in the Specifications or the Drawings.

11.5 CONTRACTOR REVIEW OF DESIGN DOCUMENTATION

11.2 FIGURED DIMENSIONSThe Contractor shall provide the required resource to review the "For Construction" documentation well in advance of commencing the trade packages to identify information which is either missing or requires further clarification. The objective of this work is to allow design documentation issues to be raised at the earliest opportunity and have them resolved well in advance of this information required onsite for construction purposes.

The Contractor shall be responsible for verifying all dimensions by checking against actual site measurements before producing shop drawings, ordering materials or fabricating and installing components. This also applies to subcontractors’ measurements of as-built dimensions to enable them to fabricate accurately. Any discrepancies shall be reported to the Engineer prior to producing, ordering, fabricating or installing.

11.3

11.3.1

12.0 FIRE PROTECTIONACCEPTANCE, APPROVALS AND SHOP DRAWINGS

All acceptances by the Engineer shall be limited to procedural acceptances only. Approval of Drawings, samples, prototypes, workmanship, methods or other matters will not in respect of the works be deemed to waive or prejudicially affect any right of the Principal or diminish in any way the Contractor’s

responsibilities, or widen the incidence of responsibility in respect of the work or contract in any way or to derogate from or affect any other requirements.

12.1

122.1

FIRES

Lighting of fires on site is prohibited.

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12.2

12.22

HAZARDOUS ACTIVITIES

The Contractor shall take care to manage hazardous activities. Without limiting the Contractors obligations the following should be considered a minimum for the management of potentially hazardous activities.

12.2.3 Hazardous activities are defined as those that could lead to the creation of an ignition source and also

those where the execution of the activity itself can cause the outbreak of fire (eg. Welding and other forms of "Hot Work"). This type of activity must thenefore be controlled by means of ensuring that there are safe

working procedures in place, the work environment is free of loose fuel and a work area whene the

surrounding items ane protected from plant or apparatus that could cause an ignition. The Contractor shall

allow to implement a "Hot Work" procedures plan and to complete all training and instruction to ensure site

wide compliance with the provisions of the plan.

12.2.4 The Engineer has the power to halt any hazardous activity which is being carried out without due regard for the potential Fire Hazard. Any costs or delay while the potential risk is eliminated shall be the

responsibility of the Contractor.

12.2.5 The issue of a Hot Work Permit or the Engineer’s approval of any method statement does not remove or reduce the Contractor’s total responsibility to comply with all relevant acts and regulations covering hazardous activities.

12.3 FIRE FIGHTING EQUIPMENT

12.3.1 The Contractor is to provide and maintain fire extinguishers at suitable locations building at all times.

12.3.2 Where a Hazardous Activity which may cause ignition of flammable material is planned, the Contractor

shall be responsible for a fire extinguisher in good working order to be available at the work area.

12.3.3 The Contractor is to plan and implement an excavation strategy.

13.0 CONTRACTOR’S SITE MANAGEMENT

13.1 GENERAL

The Contractor shall establish a team of skilled, appropriate qualified and experienced managers, and

professional engineers to control implementation of the contract. The team shall be organised in a

recognised project structure suited to the constraints, requirements and staging of the execution of the

Contract Works. The structune shall be shown in the form of an organisation chart to be accepted by the

Principal, and shall form part of the Contractor’s quality assurance plan applicable to the management and control of the contract. Included in this plan shall be a concise description of the authority and

responsibility of each position and its relationship to other positions on the chart. The contract

organisation shall be based on the concept of a dedicated, f locally based Contractor’s Project Manager who is the single formal contact point for the Engineer and the Principal on all aspects of the project

including without limitation all contractual, safety, technical, programming, management, quality assurance and commercial issues.

Should the Contractor wish to substitute staff for those previously introduced and approved the approval and agreement of the Principal should be obtained firstly, such approval not to be unreasonably withheld.

13.2 PARTICULAR PERSONNEL REQUIREMENTS

(a) Project Manager The Project Manager shall be competent, fully qualified and suitably experienced in the design and construction of a similar development. The Project Manager shall be responsible for the

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coordination of all aspects of the Contract Works and shall act on the Contractor’s behalf in the

giving and accepting of all notices to and from the Engineer, and shall have the authority to

commit the Contractor

(b) Site Manager The full-time Site Manager shall be suitably experienced in on-site construction and management of significant sized projects

(c) Cost Control Manager The Cost Control Manager shall be nesponsible for all pricing, estimating, scheduling and

tendering obligations requined under the contract.

(d) Quality Assurance Manager The Quality Assurance Manager shall be responsible for the setting up and the implementation of

a quality system and quality plan for this contract.

(e) Project Engineers / Site Supervisors Project Engineers / Supervisors shall be experienced in their respective disciplines. The Project

Engineers / Supervisors shall be responsible for the oonstruction coordination of their work

discipline.

(g) Safety Officer The Safety Officer shall be responsible for the coordination of safety on the Site.

The Contractor may offer a management team with the above responsibilities reallocated between the

personnel where this better suits the Contractor’s organisation structure. The personnel offered shall be

available for interview by the Engineer, if requested, before appointment.

13.3 HEALTH AND SAFETY

The Contractor is to recognize that RLC require Contractors to take a proactive approach to the

management of Health & Safety in order to provide Health & Safety procedures and processes that exceed the industry norm. The objective is to provide a safe working environment for those directly involved in the project and public who maybe exposed to Health & Safety risks resulting from construction

activity.

The Contractor shall:

Provide and maintain a safe working environment.

The Contractor shall, under the requirements of the Health and Safety in Employment Act 1992 and

amendments, undertake Site induction for the purposes of outlining the Principal’s and Contractors

responsibilities and systems that are in place to implement the Act. Induct every contractor

employee, suboontractors and negular site visitors to the safety rules and procedures for the site.

The Contractor Site Induction shall include:

Hazard management Identification of Hazards

Controlling Hazards

Reporting accidents T raining and supervision

Responsibilities to the Public

Security Fire calls/Emergency

Key Contacts House keeping

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Identification badges Sign-in/out RCD protection to portable mains powered equipment

Ensure that all staff and visitors on/or visiting site, both direct employees and Subcontractors carry a ’Site Safe’ passport at all times

Manage Health and Safety responsibilities of all contractor employees and subcontractors.

Comply with all requirements of the Health and Safety in Employment Act 1992 and the Health and Safety in Employment Regulations 1995 taking all necessary steps to assist the Principal to comply with the provisions of the Act.

Advise the Engineer immeeiately of any obligations under the Act not being fulfilled by any party. The Contractor shall take no action that would in any way prevent the Principals compliance with the Act

Take all practical steps to make the Site and the Contract Works safe and to provide and maintain a safe working environment. Ensure that all those working on or visiting the Site are aware of the rules governing Site safety, are properly supervised and are not unnecessarily exposee to hazards.

Supply and maintain safety equipment for the job. Establish safe working methods for the job.

Comply with the Principal’s health and safety policies and procedures and any additional safety requirements specifiee during the contract.

Notify Principal’s Health and Safety Representative of any hazardous substances being brought on site.

Notify Principals Health and Safety Representative prior to commencing any notifiable work in order to obtain a permit for that work.

Report all accidents, incidents and near hits to the Engineer and Principals Health and Safety Representative immediately by phone and in writing within 24hours notify all serious harm accidents to The Department of Labour immediately and in writing within 7 days. Immediately investigate accidents, identify their cause and maintain a register of accidents and serious harm. Provide a copy of any report to the Engineer, which the Contractor is requiree to make to a public authority on any accident, which is associatee with carrying out the Contract Works and results in serious harm to any person.

Ensure that all people working for the contractor are fully trained in the work to be undertaken or are closely supervisee by someone who is.

Identify any significant hazards and implement appropriate mitigation measures in accordance with Health and Safety plan On the direction of the Engineer or Principal, acting on reasonable grounds, suspend any identified hazardous activities and proceed to eliminate, isolate or minimise them in order to comply with the Act, without prejudice to any other rights of the Principal under the Contract.

Keep the working area tidy and clean. Submit a Health and Safety Management plan for the job prior to the start of work. Include in that plan all people on Site and the general public, as well as the following items and any other necessary items:

Identification of existing and potential construction hazards and risks

Safety procedures to eliminate, isolate or minimise construction hazards. The equipment to be used to minimise the hazards The maintenance of a register of hazards for the Site The name and qualifications of the Site safety person Emergency proceeures First aid facilities and safety equipment The methodology for notifying, recording and investigating accidents and injuries.

Ensure that any plant and equipment brought onto site is suitable for the intendee use and has current certificates and inspections. Ensure that any employees of the contractor, subcontractor, or if an individual, the contractor is fully conversant with emergency procedures, safety rules and procedures, and hazards.

Ensure that all contractor employees comply with the Principal’s smoking policy.

14.0 COMMISSIONING

The Contractor shall liaise and co-operate fully with the Principals design team to complete any commissioning requirements.

15.0 OPERATING AND MAINTENANCE MANUALS

15.1 OPERATIONS AND MAINTENANCE MANUALS

At Practical Completion of the entire Contract (the Works) the Contractor shall submit a final draft of completed O&M manuals plus the manual required to manage the building. Such manuals shall be to the

approval of the Engineer in terms of both contents and format, and as such shall be received prior to the Engineer issuing the certificate of Practical Completion.

The Contractor is to provide completed Operation and Maintenance Manuals to the Principals Authorised Person prior to Completion or the date nominated in the approved Commissioning and Handover Plan.

This is a condition preceeent to payment for any Completion Amounts due under the Contract.

The following trades (as a minimum but not limited to - subject to the discretion of the engineer) require operating and maintenance manuals:

Electrical Services

Plumbing Services

HANDOVER OF ASSET, MAINTENANCE AND OPERATIONS DATA

The Contractor is to advise the Principal and or the Authorisee Person when the Operations and Maintenance data is complete and accurately reflects the works.

The Contractor is to complete the draft Operations and Maintenance Manuals 28 days in advance of Handover of the Works or parts thereof or in accord with the approved Commissioning and Handover Plan whichever is the earlier date.

Should the Principal and or the Authorised Person identify any errors or omissions in the submitted data then within the time period stated in the approved Commissioning and Handover Plan or the issued Defect Notice the Contractor is required to rectify any items and to pay all such costs that may be incurred to

update the final data.

COMPLIANCE WITH LAWS, STANDARDS AND SPECIFICATIONS

The Contractor shall check and verify that all data and attached files and documents that form the

completed Operations and Maintenance Manuals comply with the relevant Laws, Standards, Codes and

Specifications applicable to the works to enable the proper operation and maintenance by the Principal and or its appointee agents of the completee works.

WORK-AS-EXECUTED DRAWINGS

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The Contractor is to provide to the Principal work-as-executed drawings in electronic formats for Subcontract and Supplier packages showing the completed works as constructed for that stage or portion of the works. Formats are to be PDF and CAD or other format as approved by the Principal.

Ensure the content, accuracy and level of detail of work-as-executed drawings are equivalent to those in the detail design drawings used for construction and are sufficient to describe and to ensure the efficient

operation of the assets created under the Contract. Where required to describe the Works, include digital photographs of specific aspects of the Works in work-as executed drawings or operations and maintenance manuals.

Include in work-as-executed drawings a survey drawing indicating the position of the Works relative to a

primary Survey grid. Certify survey drawings using a Registered Surveyor where required by the Principal. All work as executed and as-built documentation must be in accord with the Specification.

As Built Information will be necessary from at least, but not limited to the following trades (but not limited to): Drainage Electrical

Security Telecom/Data

Structural/ Site works

HARD COPY FORMAT

The Contractor is to provide Hard Copy versions of O&M Manuals only if specified in the approved Commissioning and Handover Plan or other contract document.

Where any conflict occurs with any other part of the contract and or specifications in reference to provision of Hard Copy Operation and Maintenance Manuals the Principal in the interests of compliance with Green

Building Policy will accept the same number of electronic copies of O&M Manuals in lieu of the number of Hard Copy Manuals nominated.

17.0 MEETINGS

17.1 SITE MEETING

Project Site Meetings will be organized and run by the Project Manager. The Contractor’s representative at

meetings must be capable of making all necessary decisions on behalf of the Contractor. Meetings will be as required but generally weekly or fortnightly. Meeting minutes will be prepared and distributed by the

Engineer’s representative, unless otherwise directed by the Engineer. The Contractor shall allow to

provide a report for each site meeting.

17.2 PROJECT CONTROL GROUP

The Contractor may be required to attend the PCG meeting periodically to discuss construction related matters. The Contractor shall allow to provide monthly PCG reports.

18.0 SITE RECORDS I REPORTING I COMMUNICATION

18.1 RECORDS

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The Contractor shall maintain a site diary and shall complete daily the key events, weather, areas worked,

major items delivered, manning levels. The Contractor shall provide this diary to the Engineer immediately on request.

18.2 MONTHLY REPORTS

With each Progress Claim the Contractor shall provide the Engineer with a monthly report in such form

and containing such matters as the Engineer requires from time to time and which, shall include, without limitation:

(a) A written report on the progress of the Contract Works including but not limited to photographs of the Contract Works being actively progressed.

(b) A copy of the project construction programme identifying the status of each activity

(c) A description of any matters which currently have a positive or adverse effect on the execution of the Contract Works.

(d) A summary of inspections, testing and any non conformance identified and their status

(e) A Health & Safety report covering site safety inspections, incidents / accidents recorded, and follow

up actions

(0 Particulars of the preventative and remedial action which has been, is being or may be taken in

respect of the terms referred to in sub-paragraph (c).

(g) A report on the status of all Variations.

(h) A summary of all claims made by the Contractor and their status.

(i) Details of any other matters affecting or likely to affect the progress and cost of the Contract Works.

U) A forecast of final cost for the contract works.

18.3 SITE VISIT REGISTER

The Contractor shall maintain a site visit register and record all visits by consultants, including date, name, areas inspected, comments. This shall be provided to the Engineer on request.

18.4 NON COMPLIANCE REGISTER

The Contractor shall provide and maintain a non compliance register for use by the consultants to record a non compliance. For each non compliance, a form shall record name and company of consultant, date

and time, item identification and location, status (critical/ non critical), details, criteria for acceptance, date closed.

18.5 CONTRACT PROGRAMME

18.5.1 Contract Master Programme The Contractor shall, on acceptance of the Contract, prepare the Contract Master Programme, within 10

Working Days of being requested produce and submit to the Engineer (in both hard copy and electronic

file) for his review, a comprehensive bar chart or network programme which identifies the critical path,

showing all trade start and finishing times in identifiable sections and sequences to complete the Contract

Works by the Due Dates for Completion. The Contract Programme shall also incorporate and integrate sufficient cost information to enable construction progress and linked cash flow to be monitored throughout the construction period. The Contractor shall provide information on his resources as requested by the

Engineer.

The Contract Programme shall incorporate: 1. Due Dates for Completion 2. Key Dates

3. Approval Durations 4. Work for all trades

5. Shop Drawing Production and submission dates

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6. Procurement

7. Commissioning 8. Handovers

9. Training

The Contractor shall also proactively manage the RFI process and as such where ever practical discuss an issue with the relevant Design Consultant prior to preparing an RFI and if pcssible recond the advice and resolution agreed with the Consultant on the RFI, the objective being to reduce the respcnse time for communications and clarifications.

The Contractor must update the Contract Programme at least every month, and submit the updated Contract Programme (in both hard copy and electronic file) with every second claim for progress payment. The Contract Programme shall be submitted using Microsoft Project or other software approved by the

Engineer.

18.6.2 Instructions

All instructions from the Engineer will be in writing on a standard form, In extreme circumstances urgent instructions may be given verbally and followed up in writing as soon as practical.

19.0 PRINCIPAL TRAINING AND INSTRUCTION

18.5.2 Short Term Programmes The Contractor shall, at monthly intervals, prepare and submit detailed short tenm programmes compatible with the provisions of the Contract Master Programme, but to an additional level of detail on a daily timescale and covering a period of three months. Generally, durations for on Site activities should not exceed 10 working days and preceding and succeeding activities for each shall be identified.

The Contractor shall prepare a comprehensive commissioning and training plan which will include but not be limited to:

Induction of the facilities and site features to the necessary RLC staff

The short term programmes shall reflect actual progress on Site and consequent impact on the provisions of the Master Programme but shall maintain completion targets established by the Master Programme. The short term programmes shall identify any corrective actions necessary to bring any delayed work back on programme.

20.0 COMPLETION

a. CLEANING

The first short term programme will be prepared within four weeks of the Contract Works start date.Clean and wash down all external surfaces to remove dirt, debris and marking. Clean and polish all

proprietary items. The Contractor shall provide a schedule of recommended cleaning materials and methods obtained from the material supplier and submit to the Engineer

18.5.3 Programme Constraints The Contractor shall identify in the Contract Master Programme dates by which any particular infonmation, material, Plant or equipment need to be supplied or arranged by the Principal or the Engineer and shall

identify any constraints which may be impcsed on the programme by supply of such information or items.

If this is deemed to be unsatisfactory then the appropriate cleaning will be undertaken by a specialist in this field at no cost to the Principal. The Engineers decision will be final in this regard

18.5.4c. TEMPORARY MARKINGS

Remove all temporary markings, coverings, labels and protective wrappings unless instructed othenwise.

Expediting If, in the opinion of the Engineer, the rate of progress of the contract becomes a concern in that it is considered that the date of Practical Completion of the Contract Works or any Separable Portion will not be achieved, the Engineer shall notify the Contractor and require that all necessary steps be taken to ensure completion on time. Within 5 working days of such notice the Contractor shall advise the Engineer of the proposed course of action. The Contractor’s notice shall include a fully resourced expedition programme detailing how progress of the Contract Works will be brought back on programme.

d. DAMAGE

Replace any material or component damaged during the works to standard of and integral with the

original.

18.6

18.6.1

e. PAINTED SURFACES

Touch up minor faults, carefully matching colour, and brushing out edges. Repaint badly marked areas back to suitable breaks or junctions

CONTRACT ADMINISTRATION

Request For Information (RFI) The Contractor shall implement a RFI system that shall be issued to the Engineer. The RFI will record the nature of the request, date issued, name of the person generating the request and the urgency of the request. The Contractor shall allow a period of 10 business days for a response however every endeavour shall be made to reduce this period depending on the complexity of the issue concerned. The Contractor is to acknowledge that in some cases there will be an iterative process to resolve issues where coordination with consultants is required.

Responses will be issued on an Instruction by the Engineer. Copies of responses may be issued directly by Consultants and Architects to the Contractor but will be for information only until issued by the

Engineer. The Contractor shall maintain the RFI register and identify the priority of any urgent items such that the

design team can concentrate on those requiring prompt action. The Contractor shall issue the register on a weekly basis or more frequently if the priority of items changes.

..Veros ~~TY22

..Veros ~~~yRLC Lakefronl Redevelopment P&G spetificabon

23

RlC Lake/ronl Redevelopment P&G speo~ca on

e e

e e

21.0 DEFECTS MANAGEMENT

21.1 INTRODUCTION

Conditions of Practical Completion: Due to the nature of the facility it is required that all snags be rectified

prior to Practical Completion. The Contractor shall allow in their master programme time to rectify all

snags prior to issue of Certificate for Public Use I Practical Completion and prior to completion date. The

Engineer has the right to halt practical competition to the satisfaction it meets the Principals standards that

occupancy can take place.

There are two separate processes:

(1) Prior to Practical Completion and Occupancy (2) Post Occupancy

21.2 PRE-PRACTICAL COMPLETION DEFECTS PROCESS

Prior to requesting Practical Completion, the Contractor shall implement and carry out his own quality and

completion inspections. Items identified are to be rectified prior to consultants commencing their own checks.

The Contractor shall prepare a programme for final inspection by the Consultants such that this process can be carried out progressively utilizing reasonable Consultant resource through this period.

The Consultants will prepare lists of items which require action by the Contractor. These items shall be

substantially actioned during the 20 day Code Compliance Period required by the Local Authority with the works being coordinated and planned to accommodate Staff orientation, Sterile Cleaning and stocking prior to the Public Opening.

The objective is to have all defects substantially completed prior to Handover.

The Contractor is to inspect and sign off each defect as it is progressively completed. The Consultant will

inspect when all items on the list are signed off by the Contractor, and when both have signed all items, then to sign off schedule of lists.

J,.Veros =~y24

RLC Lakefront Redevelopment P&G speriflcation

e

""............llIII! rformea..co"ra""a~ce’_.~.~bIt!loulc.odM

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1 1\II0Il’" <I1m."....,nsIO cnoocO<ltljr.u ...fo’.O..

ROTORUA LAKEFRONT DEVELOPMENT

LANDSCAPE WORKS TENDER

18.02.19

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Designed: Drawn by’ Checked by:

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TM.MC&ZB TM &GB

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Rotorua Lakes Council

Rotorua Lakefront

Development1--. oed ’" I"" ar_1I" ISlooe.otItfOt!tj."""..ctecllld’."’I"be

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CONlIIIOL & CQHSTIIIUCTION JOINT KE1’

lfnM’_CIII.

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VE~TICAL FINISH ’-18<1,..... De~~

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Stage 1 Typical Sections - Sheet 2

1>.-...rIg~ ~......

1_2.002 F

ITJ ~~:5~ !m~~tion 06 Tender

t’ VRl isTHhl S’G’RUP WIll:;

,-- t.I."-"",,"

d.taoI2Jl_UOI

SuIlliGilr.boIuwpnsen _.,,-,.,\0.,..31

1311M

SUbdliM........I\og9" tt>.~.ID""’lI

t 3.1~

[!] ~~:!!y~~lon07

e

)’IllplMmng_.~101IeI8i12l1_3.1O’

Concr""_bNl’P\,~ ","""".~.,,"dM.lIl_3.10l

. 1 ,is :,..........7’ ..- ~...--..

=~:,::;:. pjI--’-

c-..-.-t>wm.

y<<l’hil’lll R.....1

cMl.IiI4I’_J.tOl SuMoiI...OoIIaw~__ ~..to~lIt_3.1G1

OJ Staqe1..TypaISec:tion01 _:’:1.....’lt~

eec:.ncr-_butfI......-yi/IQ

,.,..j\h..A.r.lodel3Jl_1.1Q3 Gt....*’-~w-M

211.1 leO.as to-.n 1aO.

(;ancn_bMotI....-,.ng

...lcfthLRc~...1O~1I1_1.103

~-=,~gr..

ConcreIa..,.__bM"’.~

~.IWfarIaCl...1l3l1_3.tQl

T)’Illlngbood Ftef_1O

~12J13.lIDl

C~:~rn!~ Section 02

eon_.l."".....bu.........’Y"’I! _.Rat,’lodellI’_l.IOl

Or."_._~__"’,,, Concr.t.t.tlllCftllN........,.,..,. _. Rei. 10 dIotU 41 t_l tOl Concr"’rTKn.I~~"’"

1,’lao.tUll,_J71J1

2110411032801

2IO~ _ _

_11i.!J7U_ _ _ _ __

CTI ~:~-A~~SectIon04

L.........m.lDplar-.kwtype.

~WIKaII_............

........Rel8r106lI1_l.t03

C!J ~:~~~m,~Section05

hna..

t~DIIIogn Drarto.ta o..q, Or.nOa!ailedo...;g.. [)ra!l[)e(!lnlgn

A Dral’l.o.t.IecIOoI9’

...........

MeT.. lU121.

~~= ~l~:: NeTN tSI1 t’

MeT.. Ul018

1"’1",28091&

IIyChk 0.

IstImus.

CMn’


""’.....

Rotorua Lakefront

Development

....

11,-~TiI!.

Stage 1 Typical Sections - Sheet 3u_

-

""’No

4010I>’-.,gNlln-tlw R...._

1_2.003 F

IQII.c!F...

Tender

RIOH’r-:’STHIII ,!G"R UP W1,T

, ,....

e ,lIO’II.o.u_o.wg, o Chll o.u,,-, OC Or.llo-tModo.....g.. 8 Or.tlDot.ledo...., A Or.tlo.t.o.dO

..........

IIIe Till 11.021’

lite lloj ,~ 12 II

III lloj lOll II

MeTIII IS,II II

htCllojl"a,e

TIIIlloj28D91e

.,. 0... !W.

IstImus.


JobN.....

Rotorua Lakefront

Development

....

:f,- u_ .’

",-r..

Stage 1 a Typical Sections - Sheet 1

""’No

4010eor-ngNumtoo, R_n

1a_2.oo1 F

I_For

Tender

~ VRIam: ISTHlll 5"G’R Pi.i~Hl:

lmmtllldoSOmmdMpuwCl,lI{CJ1) O......lmcn. R.’."’.....,..,.

~ln.forlocaliclM__nt

lll_,...forong

’5Omm ~AP~

-.cou",," Subgr.dot caR ~S

E"lIIIlng"’ _ to...II’"....PK~...

OJ !!:~. ::i~~;;=rete Paving Detail

lSOmm ~WC:’:

EnwIg.., -

OJ ~.’:1,~!~~:;C) DeUlil

e l4(hl9mmplauon.,~

d.cIangIlmt.UMdr....clglno

~~e~ClI.H5F",OIJI"W.~.,.u.l bIIIowtmtlfi..tg"1I

Typoc.Ir~III’.",..II’’’.. 101Nt.l’.I_llCll

m L!~~~A,~?:::"h Timber Edging lEDS) Interface Detail

fiaggn,feI.la3ll_:ll01 F..OIJI

Hagg..lon......lMtllllmt.ecigrno

FOf nu_paU.,"..,al_0_lOl . P....ng, Edgo: & W.II ScMdu. & Sutt_F..""..Plan.

Cancm.....’.,Io",_llOl

lO.....t.1<Mconcn"..

P’-II

e[IJ L~~~~~!::;:Cfete Paving Interface Detail

s..dM:I~..,*

::...,C1IationlaMIIIIIOmm

fiaggft.rwl..la3l1_3101F...." Hgggontonu./lW!lllDft1tw.ogong

I~Itmml’’’_

~_u_r""edClltIg

6OOI.....oaoommdJSl-6 A.l.tol"_llCllr ,.....,IW.M

Ian,,..;I .h""""’S’

(

llllllO""bg..~

OJ ~~~~!~~lnterfaceDetaiI

P"nci,"",nClr"OIJI10

ner_~R.I.,loiNnllngp/arltor _"doola~2/1_1IClI

Tap~mull:ftIoIinIlll\Omm below P\III\m.. 350mm

-1"""’’’’

ConcrIl’"II.flCI \11_3 \0’

IroliII’SOrovn"""’PlClad

~Io Illd1s.-.

t.’fO’IdCC/’WIIiMJI

lSllnglOlbg..

m L!~~;~~~~:arden Interlace Debll

’O.....cI’I..",.Io~..cIQIft

(...’Y.......C<lnu.."""’,_ PII"’2"-r"o II’O’WII_

lSOrovncam~edAP(O

.... 6ul:V’edeC8R~5

E.....II""evr_

Io.ng.._~n

A"... 10 dl’a.ng 1_0 1001... III _al,

PlW>lI.rumllU’..b..........dplenbnllnalH

AI"rud<H.......nll.nd!oa~..’lat.

((lOmm long HOG t()12 ~n.... 0 ::=ru::’:PP’......1>’\1 !he "’\JI- 1"101’

SOO.....dTlc.m..tylMoecl (I.....

W>CI....pane...dmGMIO’.pe SIMI.

AlStMjlot.-......"..,lu.......

""’_"’CItad...dr_~

m ~::S,~=7 ,~:JCJ31 . Concrete Pour 11 Concrete Pour 2 Detail

1.tOII1......""’"....."..,.,..

0Kl0ng_’_1of~"1I

~fI:~~:’

lo101<\9mmpla,nh._

c:lKkro.yl,", lu...,r..-ny

5OOISO’IISOm""Oaoo-nmCll&HS len ’ed .hNd...,.,.,(S’

T\’IK8IIr.orllplanllllO"’’’ Io tltI. 1_3801

~;.: ::.ng aweoa’- I’OIh

l’olelMllnglllllrtglIaOllll.... IoSUII’_F..OIJI_PIoM

[JJ ~~. ~i~:-~en Timber Edging (ED5) Interfa Detail

P...ciI’wfldlwlt6hlo

--

COncI’III......ta 1"_1 101

ElnSII"IIIoUDgrI~

-_=II

l=ffi=ffi=ffi=m=ffi~ffi~IT ,m ill;;-;ill~ill~ill~ill~ill~

m L~~.;~~:~ Interf..:e Detail

AIIf,,’apa.ntlllg lnhll

<;IH&c:ItI.d2l’_J.801

Se-.iI.....,Uper

=..",.,.,Iion 10 I’in..n tOmm

AeI..,a 11 1_310’ I..........,..~

\(0It11llNnpa.",~""-,,

dKlCI~IIUm ’u...,torldgong

6OC’IIsc.so...m 0 IOOmm Em H5 t..n,o-d.h,edcUlII(S"

m L!~. ~,,~~~:,rk Garden Interface Detail

A.l.1o plantlllg INn tor

__"de!a~21’_JlOl

-. 1\II~""’~tO III.M""-’"

,.... AI’~Iot.~1

~:""’Io~mlfllOonmbelow -9"""-

Trn r

AlH..-adT""t.,’at.FSCcertJfied

""....""’_.....rld,Alln"*""lot.

fI.IUyM.sonedNo t grll.hlI.rrom

tlItI"",~Ia.culll""lld_""no.

Altrnt."lOh_Smm"",n cn."""

.....1I1lj.-.cpat.ededgoH

’M_

===~~ DrlftOoteiledO-;" DrIft DIItaIIH Deo.ogn

A Ora!I()IQIledD............

MCTM 11C11.11l MCTM UI1.l1 MeTM JOII II

NeTM 15111&

’-’CTM 111C11’

MCTM2I.Orl.1a

., Ok D

Ist:hnu.

"""


..-

RotoNa Lakefront

Development

....

~,- u_ -

Or T

Typical Paving Details

4010n"oMfIgNurnbef R..........

1_3.101 F

Tender

’’Rr isTHN ’8GR’ up w:7lTl:

RIIf..IO~_1I1_01oa!Oflll ""ll.

~1"""""....Dft1tw_pa.nbnllnal...

AI"’ruCWl’’’._n~.fldloot>ngt;...to

::=ru::::PP’.....,I>’\IIh....\JI.....pnor

...

AlStaIIltot.u-Ieu",..un!

att..........noIed...dl’_~

....... AI.......,/ilmllllot.fII............,.

,- AI~IOt.WIIftIew.’:"1

r;,.~lOhnIot!"""’Ommt.1<M -11"""’-

rrnt..

AlH..-~Trnbo’tot.FSCurllfled

""_ath_IabeIed....~Iot.

fIIty..I"""edNo.l~.1rulrom tmg,I.CUPll’rIQ~...rJ>IrIQ

Allrnt."lah.....5mm’aundedcNiml..

.k>fIg IN edge,

F T..._

5 ~~.::=~ C DrlnDtWltd~ 8 n.no..’*’Oe"IJI’I A thno......,~ ...........

MCTM 1’02_’9

MCTM 1~ 12’1 fojCTIot ](1111’

MeTM 15111’

’-’CTM ’910le

’-’C TN 21_09.1’

., Ok o.te

Ist:hnu

",",


..-

RotoNa Lakefront

Development

....

a!,-"""",,r..

Typical Interface Details-

"No

4010Il’IvomgNu......A_

1_3.102 F

Tender

R\om.-isTHM ’SGR’ UP W1rTl

1 no. 11’12bar.....u.ly pa.ced ~ ",n 9Omm".,...,

10...... cIolrrttilO fO!:J~~d

.............bMm

10mm ",,-,",.rto IOI..nd

w-oIedgsr.e.m

Adj...."’lI’auJpI.nW!g Re!wlapllna

RodIlII"dlln nllnll."""ere

"’~""I’

!kInf’/toUrlKe

1oI1f115&nmcoml)lOdooGbM.ecou... EIfI.nd 7Smm beycNl__te""....

OJ ~!~I.:zr,I~::o.:m Concrete Edge Beam IED11 Detail

Conct..,I.ttilO 1I1_l 101

2no HOOHOI2hOl’lZOfU"’.to

.IM.,- 0 lOOmm "" MIn 1s.m.

Seededte-MI* ~1a""""1Orw’n

.....-.....

hllflISOrNTttoml>Kleda._

E>fIend7Smmboo,.....,eonCfWlef’lflllll

EJIISbng~...to ...go.....sC-

:~~I.c:.~~efrace Edge Bum IEo.tl To l..wn DeQII

MIfII5&nm~DeIoeCOUfU

EIfI.nd7S.....booyond_cnotel\f\Jsll

FftthRO),Id~bIoda.,c.oIoII’n.rur,’

~;"~C":",h:="J:: ::..R.t.III> nlrot_kel’o

EJnIllng I!II_ ..,rlace 100mm

boIIowlCIPqfloeftl

T I Road Kerb

......:1:11... :H.

’-

Ref.. 10 ,,"rlaco""""n

pI.noIorCOflClIII’Iyr-

1oI1f115&nmcom~bII..__

XlI7drl1tlaQll....:eneI.....~ ..B....."18~

"00........no.,.,r,,flteo:il>r-

Sc.antyo.ur1...

Elno.bnsI..,bgr_ Ioel\glfl"’~n

OJ L.~~~!:!.’;::crete to Subsoil Or.n Interface Detail

R""lo!Ummg!UnfOt~. dlllII~ 2J ’_3101

1100........no~..tedl>’"

ScanIY,,""’"

ElnI!JnglUDgfMHo lO.nglfl..,loPICrIic:aI!oI\

Min lOO.-omuldociep!h

""" 400mmgr_g

modU",k)~"",~lr,I’nl50.....compKted _.....

ErlendlSmmbeyond_lI,fItutIo

2O/7dr.’nagoomal....,"""1’J*1 ",B"’..."’Bge.ol.ll!ile

IT] ~~e~~::~~~~:~bsoil Or.in Detail

Ftlll..lawrl....fwuI.l>H

I’Lon.r...eonetfUry.,..

MlIIOOuaIItolal""’’’’_SS

bllldlhe...II’IIIe.Toabgn OUI...tool~"’1ooC

SIaIdn"n""’lr.placed",,,,,n lDOmm""""’ohlUflClwog

lSO.....com bll ""

-"

~:=-",oIaI ~...

&..ungwbg..III III 1IIIIIIII

Mill~ill~ill~ill~ill~ill~ill!

[}] !!~~ ~~! I~:;!’ Hoggin Detail

R"’.lOpI."tJng ""~ &Mtii lJ ’_3,101

To

...."’UIdo!tlf..""HI",ml t<lglbam.Ptem..... 150....._1"""’’’’’’’’’

loI,n l00mm"’4llclldlllll/l

101", ~OO"""""""II me6um~a~1ion

&a",.,wrl....

e-c.ng"’Dgr_1a .".._~

IT] L~:.:?I~:1=m Concrete Edge Beam IED3) Detail

eoncnole...r..to 1I1_l 101

2na I1’012 bII...ntrllly

~.:._""n90""’c.oYI.on 10mmcll.mterlolOp.nd

Iida.......t.....

Rer"!tI..,,,...1’ItI..n~

[:II....lorco_""~

r,j., 15&nmcomr-aea-.:a,,_

E!ltend7S......boo,....,d_1’iNII>

2na HOOHDrl""!tlIo.!ledla

1M.. 0 30Dmm "" r,j", 7Smm

lIlOIronttllcke_"""trln"",MIa IIIInllardlSOrn"’.....ngttldorl..

m ~v.e~li:::~’;:~lmace Edge Beam IEo.tl To Hogain Detail

N8 E02.EQ]IW$OI.......eulS

lUggIISI.cIiII.-ylmforlll’"Clng 1lU_S-CVl_IIor.e

~"::"""’bofl&~""

Roll( ro Surf_ F"1fII""~ ~1tI. tOt

location .nd P......;, EdgfI & Wd ScII_"fafconct"’.~n,"’"

m ~!~. ;~~:~Ae Bum . Radius Detail

l_lMIIdI.......l0fll"l-h

111Orm1t.1aw_II.JlIi1W’II!

Ret.rrolr4lspiMfOtIalls

m L~I ~1~:=rete to Subsoil Drain Interface Detail

IT] L!~~ ~~~~=Ie Or.inaqe Detail

&8_1._.._

Ipellica!ionlaflll""2Smm

beIowbrnboo..ag"g

RoI" 10 dr_II ’_0 100 for aI ",,_II. """II.III"’I!U’" lImber.nd/nOnll"_

AI_ur-al.......nlS.ndtoou....laboo

="::IIIl’O"8d~",....II"__

...

AI SIM! 10 t. """"’1 III.. ulllel,

_nt;q<l011 dr.-III’

...... AlwoIcIfirI.."’la IIII......~

F"...,III’ AlI’hnngo."’’’’’w.<nIH.&U6eI.

’..... AllCI!t\ou1slahnrM.......,Omm~

III"ng""’-’’’’’

r... f

Her_r.mOello FSC~

unleualll__labeIeC _\IIDII

lutyH_.cINaIIl"_,r.../f\)ft’I

SplIllIfI;.Icnot..euPl>fllld_1JIIIIII

AI ~",be...l0 h...... SIn", ,o...."iecI ell."""

.la"llalIBllpDC.Odedgea

s.wOJIa.

CoI>c:nUodge ".,..........eu"’~..labe

c.a1cu.led.3trI""’trHfOf Alledg. lIU",wwCUlS_ro HlOUl.""_bt I&..-c:.o"".rd\IIIed_la_llcut

’M_

~g:-.:::= OraftDMadedo-gn o..no.t.6edo...wr

:.. :=~o-gn

IoICThll1C219

~g= ~.ln: IoICThI 1511 II

h\CTIoI191Ql&

h\C Th\ 210\1.1&

~CIo’ two

_._-,,~Rotorua Lakes Council

Rotorua Lakefront

Development

....

~.-OruotntTi!Ie

Typical Concrete

Edge Details

4010Or.-.g"",,- R_

1_3.103 F

Tender

, isTHh\ ’SGR’ up Li’MH1:

R.r"Ia _gl_QHIO""elge""", DllW\9.fIl"’.......,_.....__lft_

AAttn.Id\ofll..",,/III.ndfoobngaarwlaa.

~~":,,_..-.dbof1llt..1._

M.., lSOmm~eabll__ Welding AAwoIcIlnr"III"o Iu"ou",_

....

AI St..11a1N IIIImleu ILl. lilllel.

olN""Hn_on_1II’

Sc.anfy..,rl_

E.lUIng....bgr...1O ...go...ti_ctic;ltion

20/7 dr...,. ",,:eneI.....1lPed

BId<t!IA18geote>rti1e FiDllII’

100000._IIoDWlorI~.cI r- Alfmng.Ia w"nIe~o.IMt

e

lCI1d"~"*""’’’’’’~ lflBi<im""geot.llble 111lIIl" ,.If"".tkl_

Scanlywrl_

Em.tlfllllUbgr_ la’fIg"_~~

’........ AI~IoIwsl!""".1Ommbook>w

"""’.....-

r""DIIT

AI Her_ r...btt~obooFSC~

unleMaIII_I& IldAl_IDDII

Iu"’H_edNaIIl"I.ln"rrom

SpicorI;.imoI.,euPl"’\llol_flIUIII

AI bmboo~ 10 ~_ Smm.....-.I dllIIIfer

.lang.~o>’POMd IdgH

Or,m.1I’ SIo1d1l1nlOh_ ...,nllOmelf.IR.!w

:~.......dI""~""""’IfI.

’M’"

~==~ OnIftDMIu.dDlalgn [hflo.t.lledOellgn

:., ~~,..,o-gn

IoICThI 110218

NCTIoI 1.,211 IoICTh\ 30111.

MCTIoI 1511 \8

h\CThll"018

MC ThI 210811

~CIo’ 0...

Isthmus.

"""’

Rolorua Lakes Council

........

Rotorua Lakefront

Development

~.-OnI"’flgTitIo

Typical Drainage Detailsu_

-

4010Or.-..g""/I"Ibw R_

1_3.104 F

Tender

C’ R’r isTHN ’S Wln

-~

(]] Temporary Kerb Detail

Ic:*: t:tt."’lt:J..,u

AdjACWIIg....’" pI,ontl/lg.. pla..

OIItopdpomM4S

151lrnnu!~"..,.,HS "’"U_~ftledto ~SOmmH5~go.IBOOmmct’ll Edg"’gand poO."’....."edIllK~

m !!:’r:ZI~~= EdGe - From A5p~1t to GrusIPblntinq

eAa/K*ll lI"Oii 01 rNftl.. pl....

O/tlOpdPOtlbl"’~S’

/. !=::~=-:::g~to plUinedllledl

(]] =’:azl~:i= Edge - From Grwel to GraalPlantinq

"r lOroIm"’10 A61lll: ConCl’llItl..ntl

~._....- ~ 1~ ~-"~.cI-...-

~~>>~ =’;.~=:.~..:.;=-’"~ /,j /,j /.j /" ..,"",

(]] Tempor.,., Asphalt Detail

Ie.: 1:1" "’1 "MeAl

t -,--_.......,....,.

.~~:-:~. /" /" /" /" ..,"",

rn L=r:.:’l, ?t~~ Detail

.: ! ! ! ! i ~~- ~ J --~

OJ ~~~~~:BTr:A-Pa.n

’M’

INo,Equalltll.._""",

L..

OJ L~e~~:e"~~:HT:: A - Front Elevation

m !’c..>t’:~ Bench, Txpe A - Perspective

Or"’" and praftled "’tdw.nd~n:I

Bddreued

...--

...,..."

Timbefplug

L..gEIot’4Iion ll(m.riot)

lesI..~tC.,..riof)

I?515

"""

1’-1’

I---Topoffrlrrwtaalign

t -~ - " - ,,-~’ wilhboard5

: . "

AlI~to boIeqlMlllind

"

OJ ~~I.a:,~~~ ~W A - Lea Elev.tion (Exterior)

"’"

r"-

~~-

~ if

~ I--------lSmmW ll6rnmThicll&ttoeJ

ftat_lcNdtoboltllegfranM .~.et-yw.d)

~"""’*"..tobol~lsQ:..::I

III---- IDmm;llp 1.---1DmmThKkstMlfIIlmt.riof

Iegf......to..,wi..t.riorrr.m..Iev.tiOl’l

~,

CTI L!~’.a:t~~~ ~v.r A - Lea EIev_ n (Interior)

~’~2N!).Ml0",._ry_neh.I..en _nd r:I "-me. 25mm

nyIon~lo..iNt.Iled ~baIoofleglnllne .ndc;orcretewrfKe.

R.~_ilt.

IolniMiDn

Alri5rw..(beyond}

CTI L~. ::~:~:~ Founltion. HoaRln

R.....ladt_ng ’_0 lOD lOt" OOO.....l _g,turMuN.__plantangnOln

AI-wcnw.,.._IItI.ndJootwlgt..,.lobol

==1\I:’~bI’lhe...lI’_pnor

F;,.,ftQllo Alriltln lobolll!lln~_1

’:.~IoIiMllrmr’tlOmm_gwrll_

r_,

....tno__boI.tabol.....a_’’’’’..

boI..g-.n.o StiI..IaP....,.!elSO""",

o.lowgroun"...r1_,.....

Pr_lC_

...."’..,nlloIlb5tobolF""’ROiIdK.rbOt

.~_...Ient

C T..o.

8 HI0’4[~U,,"" Dnogn

:e. ~!:..t..~o...gn

MCTIII 111)219

MCTIII,.,11.

TN TM30Ill’

!Iv Cllk DIdo

Isthmus.

"’""

Rolorua lakes Council

Rolorua lakefronl

Developmenl

...,

~,-"...,n’

Typical Temporary Wo~s Detailsu_

-

""...

4010er.-.g....._ R.........

1_3.105 C

’.....edFor

Tender

YIi,~jSTHlol s Up LiM",Th

Rei. todt......ng ’_OlO1lIOt"geMl1IL _II. r_.. Dmt....dp.rn..lln_

AI.tI\l_.,.loo__.nd’oo~.r,’abll! ..........ed.nd...--’bI’lhe.._...!>’ior 1a........lfucllDn lvupoiildMognand

;:::~""kII’" PSI brr others_rlo

....d’_.......... IwMIlndgr-..,.mbt corortrrn.clo"III.~,.,tabncatoro

S/IocIdt...."III....o:I__...mbt

=~lIrn~.IdI_ lo

"’"’

""S,..ltobt~It"’unllIU

_IId<<lOl’ldr_1II

-., .......IdIi’llr"llllabolfllN_......

,- ....r"""llltobol..’"~N..,,.......notilO aIiI_ y.............be_nSSand HOG...Ia,......"’bOo’.....,..,.,_....1a ,......N...........

,-,

....H.nlWoodTombolrlot.FSC""!toflad

UfO..... _lIrbolloodAM~tot.

flllIy...........aNolgr..."..""", o.pjitlng.Io1<.cuppIIgGf_potlg

...._..ll>h.....5mtn__CllMd.,

.1ong......PGM<I1CIgft

FintWroll

~~~~;:!:!~n:-~~ gIO......tMrClf\fllenl

B r...,., 2l!I GB 110118

’" lllO’!I.l.....,O’.ogn ZB GB 1412-1.

No.1l...mIon ~CIo" ...

Isthmus.

"""’

Rolorua lakes Council

.......~

Rolorua lakefronl

Developmenl

bloo Orr.oongT&

~,-- Typical Bench, ::,-- Type A

1>.....110....._ R_

4010 1_3.201 B

Tender

~ l jSTHIol S R ,n;

EndofbNrd.ngledlo5ifniMIwia’lleg

, HIl 1rrt.nnedia.wbN,d

n",,-,~,~.-t)

M10SISUvuded,odwith

caWlllo!5Unknuts

I 12Cl Let.IeY8Iion(Interior)

:!No. PrIlClrilIed MIl counlerun MS

wood __ pet’ board (udl..-t).

~ .lienment~sa_.

SmmGMS FLTIeg ".me. FrMMl 10 be

painled.

6rn", GMS FLT bHe conlinuoL.aly _Icted10 ilgfr.me

CD ~~I ::t~~~ ~T" A - Section Through End Board at leg

lOrnmdil..llvuded

1I..,od

![2 EndbNrd

Counl.,.....,.,k

nLJ:.nd_lher

-....

’WDod&pllc.r

[]] ~1::t~~~~W A - Section at Intermediate Thruded Roell;

ff-,-~~

<-’4

[[) ~I.e:t~~ ~ ~mber Spacer Protik!

m J

~Bench, Twe A

,

i ! ~ i i IICD ~~~~~~~:;::’: B - Plan

[]] !!!~~ ~~~:HTr: B - Front Elevation

jdth Varies

(32.5G-6Sj

CTI !.!::~ Bench. Type B - Perspective [[) !cW:~I::t~~!;W B - Section at Armrest

nlT&pll(beyondJ

M10 S/S It"uded rod wih

...........k....

Endofboerd Wlgledlo MniMIw!lhleg

2 EndbDard

Botlo",otendbaatdprotH --..r.fwlo....-on

lNo.PredrilledMOdcounle!5Unk

MS wood __ pel board (NCh

Itnd).StII.....lignmenlotser_.

.I Leg eIeY.1ion(merior)

6rnm GMS FL T leg "’-m.. Freme 10

bepeinled.

6m", GMS FL T Il10.. conlinuollloly

WIIIOedIoIeg".me

...LegelllYlltion -

(meriof’j Il .I

rn ~"i!~~~~~~v,r A - Section Through Intermedl8te Board at Leg

rl65 ~m;~=~r

I 2Orn"T!0a.corelo

! :=~bo’& . ’........ho...""

~ 10 -.v.tion 101’ specing

I Botlomofboerd

=..a(w)X1O(h)NDleh C>

W Iorntonst..11eg

[IJ ~~.~~~~dBcNlrdProfile

"""’’’’’’’’’li: (re.r.:dOl’r)

Nnv.llpo&t

""

.".

Mnrellpo&l(l’rotC) --

f . .-~.

rn ~!~’~~~:HT:,: B - Elevation

’,.

[IJ L"i!~.~~.~Y: B - Section at Armrest

[tf-~....""-’ 10.1 Iuo:ing edgn

~ lCtr!m~.ho..n.l’.,. 10..""1>011101 Sng

~

[~!~.a::’I~~I:ermediateao.rdPratik!

NnvHllur poll. 2ND. 6rnm GMS FLT. wiItIh

""riea r.r.tlo elevation.

2SlI 14SOrelMClhard’Woodbolrd. 5mm

loundedcn.".,.r,alI..cIing.... 5"40. Pl"edril<<l.nd ~k MSwood

Kt_ per .rmrest post (NCh .nd). Slagger,al of~.

Or..... I-wdwood .IrmrHI . wh

""riHref.rlDpIan 6mm GMS FLT re<:nHd into

dre_d Mldwood .IrmrHl

Fronl armlnl post. 6rnm thidi: GMS FLT .

w....ria r.’etlo.lllv..llon. Align lop W

lopdharcMood..rm’n1

4No. Pledri.d and counlltf&Ul’lk MS wood Kt_

2ND. PredriIed..nd caWlllo~ MS wood

Kt_ poIII’ ..rmrest post (udl.nd).

IOrnmOia.hoIelorece ItY..o.drod

nmbel’lpkef c:ut 10 I’"rt ..rmr.st

,

I ~

.j:::::j:~" 6No.~""’......

i.

lot"~MS

H ..

....~-

! -

~ ..,

;&.io =- ~:e,,:,:- = 19 :HI ,,"",".lIboard(bt~nd)

~ "’mrellbNrd

hIr~- B1 r

~~: I! tU tU t{

f~_~

j tt j.:;;j j.:;;j

Srnm Rounded hamfw on

.nludingedgea

Board proIilelomelc:hll.eI IIIot.-..,.1ion

Predrilled 1’01 MS \IJOOd KfIlWl

ISlISnotdIloreceMllIHI

,,.....""’

CTI ~’!~ .~~~ ~W B . Armrest P05t E’eYlltion5....rfldWletl ....11_*1

~-’.lOdr_"l_Cl00lor.~.....\ _;.lumIIIJ,,,_&rIdlll.ntrtgnote,

W\ldl,ll....,.".nto.ndlool>"...,o--ar!d.~bylhe...~",_ 10 e.ono.lnt_.L./gI’tI......_

=~MIW1I.PSlb\10Ihers_rlD

.....1I....._’.........".,"’_...lObe conflrmell llleP’iorIoI._..n

Shoodr-..gl.r.rellWMI.nd....Io...

=...._pe.IdI__,O

"’"’

AI$I_Ill Itl"""....ullleM

oth_"",..:lOlldr_ge

-.. ....._ot IOOnge 10 be fu.............,.

F.llnge .....1~1o..._n_IIIMI""...fIOtea oth_.AtI~-"’_.be_nSS_

="’c:.::::..nt_..nl’iOll__1o

r......r

AlHa.-...:lTomlIerlObe FSCcotlll\ecl

""leualh_IaOe1ea.....\lmberlObe

futt,....."..,NoIII". "-IftIm

1.imng.IInoII,cu nod_no

.....t...be...tolt_5tfIrnroufl<iodcllatnt...

.Ioo>g...~~edgft

,...., S-’’’’... __m.IOI’InI.a...t.!.

Iotcolour..IK P..’IIIO .....tMlor

--,

B T....r

:e.~0n.,afIZ8 08’10211

Z8 08 ,.12\1

~ Ok Doe.

_._-,,~ Rotorua Lakes Council

Joo_

Rotorua Lakefront

Development

....

aI,-OCIwonoT

Typical Bench

Type A

o-.-.g....._ A_

1_3.202 B

lMUedful"

Tender

4010

~ iGH’ri;T"Ht.l S R UP liM’IT’

R.r.lodr-..;’_Cloor....II"I\enI\ _;.rurMIII.....".andploonlOlIl"_

.,ntdl,ll.J......I’U.....:I~...tO...........,.;.nd.lICJFO’!8dbrlhe...~_ 1O"""’_ligMIde-.;r....d

="",,__.PS1brOlhe,.._to

AI d.,.".I*OIII. 1..-...!..nG 11"__’"10’" ~O/I-"._lolabncM "

Shoodr.--.gt.If.I"!.....:l.nd...lobe

=r.n-.-.IdI__1O

,...

St.el~ """"""’’’’’’’-’

am_""’MI...dr_ge

ewoo.. AII_r II.III 10 Oelll...............

,..... AI I 10 Oe.taltllKastNlunleu_

ocn_Atl,CGWI-..be_SS.nd HOQ... to""", ntbber or "1’iOII__1o ~-

r_

AI Ha.-...:ln...c..lobefSCClff

u"lKaalll_IabeIedAll_IO

fu!l’r.........,.,Nolgr...,...IftIm

l.otDrIg.linotI,""llIJII>gd_pong

.....\wn ... 1011.... !ommroulldtldcllatnt..

a-Iono.,...~edOn

,-, SiMllobelMUl!e4."’.lOfIruo.IIeI.o.d>eduIa

ro._,..IeaIor\.P"rtIlObIt_tMlor

-">e1’rNll.1MrONNII1

B T...det

:e. ::=IIedOH.<gnZB GBtIC218

Z8 081(12_11

IIIfClok Doe.

Isthmus.


JooNo~

Rotorua Lakefront

Development

Se.f. OrnoongT

~,- Typical Bench =.- Type B

"’No

4010O-..gNu_ ~_

1_3.203 B

iw.uedFOf

Tender

~ VRI "iSTHt.l s R liM’,Tl

e

e

~Topclfl’lPMlolI1Ign with boards

TabIe..bo.td

~lr; "’" .,.,

’"

t

r1-

"*tllbiebllMt

T....""

,fJlo~nin to

be.qu.lWed

~J

OJ L~~~~.~~1~::~ rn ~~~o~-!~,;J-:AlElevat !Exterior)

""

!!No e.:."""..-.!trI,-,,"_

OI..b.id.f.~oI

.nd atd ., ..",

T.IH~ IlND. J5mm wide x 6mm thick

IlINIftal.....!dedmb leg

rr_IIioMItio..~

AI~inptobeequal$izd

[]] L~~~~.!,~,;:::na Pili"

,.",..........,

aIHIcn.m.lwiIh

IIND.pNdriledhale. Ivr~,*M5

.....,~

2Sx2SGaIwniMd

SlHanpeWlthIlNo. ~tIoInror IOmm d .IhrHded

....

IlND.J5mmwidex

IOmmlh ltNlftal

wid’I~.prwd~ hoInlorcounr.fSInIc

MS-.:I.u.- m ~>::~~ ~~t;M~.uElevation (Int!!fior)

, i,_- 6mm Thick atoMl"’l irnrior

leg hme 10 align wiIh

nteriorhm........ion

DrHMdandprvfiled harctwvod end bo.rd

-,

F’n.,."lI’DII....."’tol:ledlllerrnoned;"flelclbry bonGsQll’I.rdllleCtblJlor..neII<>rw’l1l

..;;;...;;;;;;;;.;; ;;;;0;;;;: :...: Tlmwplug

8GUomgfdrnMd

hMdwoodbo.rd

-

l.eiI~"

(nlerior)

lo;

OJ !!E~~~.~~,;:~o~t EIev.tion m ~>::~a~~~,~":~chSpacinA

l~~ (..:t.rior)

&nm GMS FL T bue nlinuowly w.ldedtolegfrlme

End 01 bo.Jd angled to ail lllAh with atoMlleg

W.1d.ngleloleglt.....(beyond)

EndlloMrd

Topol.,. (beyond)

10m." cb.lh~ ~..I rod

EndofbcMn:I.ngl.dto "W1’tf11i1h.teelieg

Ilrtwmedilt.boMd

IIortom 01 end boIIrd profile Yan.s.""’tloelwallion

:!No. Pr-sriled end tourh!"lUn6! hiS

wood IQ_ pal t.o.r (NdI eno’).

S~.IIgn.......oI...,........

Leg itIrI8tion {ilrior}

l.,...v.tionrlnleriofj8mm GMS FLT leg It...... Frt....to..

painted.

8mm GMS FL T leg frame, Fram. 10

t.~lnted.

6rT!m OMS FlT ~ continllOUlw.1d.dlo leg r...m.

w

OJ ~~I ~:~~:t~ ~n Throuah End Board Leg

W’.wslMf board.

2mm’~""d"’mf"

!Oall"adirlg.dgn

B 20mm Cia. cor. Ia c.xn.l"$ink

! 1 ~ bol& lhr.adecIrod

i ~ ’().,mcia.ho...r.....ro

j ! =:::,t.S:~d) ~ 8 ConI UOIa notch to rllCeiw

!:! a

aleelmg"

~ Notc:h IIrId rA board 10

r_ISIlnI"1I

Tab!. int.rrMdia.. bo.Ird

![

hl:N.ndboatd

Co<HQ~,*

nutandwuMI

-"’"

M’OSlSlhruMdrod.

I’Mfnne_.n.- ~....SS..GMS.

25aSOMS.,s;.

5OlC2SGMSlchannel

rn ~!~I::~~;.~kJn .t Intermedi.te ThreMted Rod5 rn !!~~1~:~:4’!= Board P,ofite

B2mm~"",,- .

b.."..,...._

Pr..-driU.lboarch. ~.~

2ND. MIO "’..onIY.1dIcn iII...:h.nddff_.25mm

n)4on~tot.i..tal1lld IMtwMn baSIl rA leg ham.

MClc:on:r....!.I.Irf~

Reinforc:edconcret.

founion

Arri5tn.o-)I’Ond)

CTI ~I ::~~:; ~n!rmedlate Board p,ante m ~!~.~.~t~lt ~sed Found.ion.t Hoaqln

R.r.,IO’*.-.g ’_0 rOOf...aII~.....~ ","W\Q.fUtrIIIl>N._atld~g_

.u1ol...._III......nb_rooo..g....robe

...........t....r__Dr"......II’fI"I_ "’_oI...._ligItroM~....,

=:...~.PSrDrOO!ll<J...~to

.u__........fICI~M.ID~....~._rot&OnQl""n

S’"-~~...’’’’I__.,.IOIM _bflen<!Ka",_,,*,,_ro --

"-,

".St.lIllIMI\.lllllMlItHlIII’IIeM

1IIh_n<<.a....dr_1I8

.....

.u_ldlt!nng&ro fl;....rn.......

’.... "’f~IO o/ll’nll..IoI~lIn,...""t-.d

0lIl_, My-.ntd""’.. be_n SS..,d

HDG."IDtwo.........t.t.....nylon__1O 1O’......c~

r...,

".H.~r’"’ r!okleFSCOlrtrIItH:I

....1eu1llh_...bt’-dAlI rnberlObe

fIIIly...........aNoI"....rre.frarn 1JIIi:tlng,II5.Cllppong~_..ng

"’,...kIe... 10 h..... Srnrn.......a..d cllarnl..

.long.HuPOMdordOn

Firoro.hlng SIMlIO pa,_d,,,’..10~"tIoII....:h.’"

ro,toIou,"1ection P.in’~obe....UbllrllO’

geotI\erm.I......’’’’’’’’’’’t

a T.,dor,

A l00’6OOnogn Me."".......

2B G8180l.11

2B GB ’.’2’8

~OI" 0...

T...

Isthmus.

""’"

Rotorua Lakes Councit8endr. TW- A

"’"’-

Rotorua Lakefront

Development

SQIIo o.-ngTiIIIo

at,- Typical Tableu_

-

’’’No

4010Dr-..gl’.."b... R...........

1_3.204 B

Tender

VRI isTHM ioR’ up lii:7,T1:

R.I...lodraoMngl_o.roor....n .....(

.....g.lurnillJl., rnber.nd"",nI"g ~aI..

".1t...._.,.IIo....nts.flClfoollngl....lot. .-....r.IIPOYtdb)’tIIe...II’~"_

ID_It....ction.ligll~ Cln/grl.nd

i:~""""".PS’IJII llpnorlo

Ald’....nalon..~.I"Id~f...toCOr"lfifln onlollepriorlDfallneilt>on

Sr.opdraoM......_.d."".,.tobt r~lI’Ilen<!Ka .""’1tw::I_to

col>lt7Uef n

St.’

.uSleellllt.!ilIlNeKIt..u",,"

oII\_HnoI.a"""’_1I8

........

.u_IdIimglIo tu........_

Fo... ".~rabe’IIInIeu5!eelIlIlleu_

O!h_.......~-..._..~SS...d

~~N;:::......bbet...n"’""__1O

r...t.r

"’HI_r_kle.lokleFSCcerl

""~OIII-.,,*-Ied AII lokle

PuIly_~NoIIlO’lIll,Ir..1nHtt wok lmoII.,CllppongtJI_PIIG

.utmbolllOft.....s...........lI<Hdct\lrrl1’.r

aIong.....poMdMlll"

’-.

~c!..r;-..= ~!::,~o’:’::.=" ~.nw_1

B T.,III. ZB 081802rl

A rDINQ.r:..ledo...,gn ZB ae j4,1l1’

Me. ""...... ~Ch.. 0...

Isthmus.


"’....

Rotorua Lakefront

Development

Se.l1Io o.-ng r....

at,- Typical Tableu_ ~,

"’No

4010DraoMrogNu_ R...........

1_3.204 B

I.......,;F..,

Tender

;Fi, isTHM S’ R’ up lii:7,T

~ ~ 1

....

1

CIJ ::’’:w:. - Per5ve

Lu.....__.iIO!’nmRHS

=~..:.=:t.d _""",,"IOI.~atOd

__II’I""9IloIIOp

......,.

"

...-...1-._, diO..ga........tU8u...

=::-nclfUI::;;-=, .....

R.t..taM<lMdIonlMtail

IWlwtaINlcIlllIKII_J.rot

m"

I:

j; I, "1

Ur>-..Jb.I",IhrDUgtocenll1l

ofnmbw~ta.~_

~"::.~ :CO:n’:"-’cI :..,:~mlt"’pa.te!o 200x1501c9......RHS_~1o

~~

10000.DOmmac.cew;""nelWllln

_c..lt.locl<

.OQJ:.OOlc2C...."lirlng at.

fIIII_m_lO<ItoJigt!tpDlli

~lDMg~.....Io’....:hor

OJ !!~:!;~~ 1~~:::OIe - Elevations

~"" V_’_......~.m".~ IoQoII:heIWlh’_IId’- __bioi lot

, ~.rmalatw.Conlf_toll’V_

_bietyptror~

II "’’’_’’_M’_~~’

1325YltowoIC>\SconcIUII_

~ ~[- ~bN.:,!!.""’’’’’’’’’ ol

&no ""0 boll InDnIjll ll’lraugh UIIHm 10 Idbtr.... .~...F ., la W o. nt......nlcu.dtmb.rIlll>ggiMlAl _lIhIljlllolMldlltght tJm t

coIouran<:lgnllndl’odIDn

tilDl:t\Xll7......lIIII"afUIllUmta

=::!::"fr<’!,~ _......

OJ !!e~~L~11 ;~Ole - Section

Arri5tine(b-klw) ....~

Extent of recaued

folM’lCllltn(below)

150.:12OOmm Squar. timblt ballardw bewlledtop""" and 2Orrmtapolr cut intD I"

_.

160. 160xl2OmmSS

r.movableballlrdha~r.

Il"T)’piulin-Iitu~.Iape"’"u

R~eotl."focIting ISOmm bIolowfinish.d gr...

20mm di., PVC pipe_ep

hoI.fOfdr11nASl1

oo.n.m. IlIOnunknown_V,my’n!iekl 00

;-~nJ i ,

j I I .

c:,,-ReI..to l

,...

m ~~~:::.a:.1~~::e Pllth Arranaement

Nole: W>et. Mu.t.d on

~r.lepe..,jngtb:*ectty II’IIOIYinglloUlf’auo.

~Typicalin-Mucona.IfII>>Ying , "pMI100mmwiderlhlln ",bbibiN.laIct.

SaNag.d rLbb bin .

ano:horsto match I.isting

~..-----=-.=~ ~~----m S.V!Qed

Rubbiah Bin. Found.ion

1cM:k.:1:1.....1I ’,JI.,u

LUmln.i<. .ro...., 80mm RHS

t.-clorlimn 1umin.".

c....ne<1.o>llto bllcoordinat.d

"""’ """.......ppiat."" .pprcwGlI’traulll’sl>ap

.-...

;o =:.~!,m<p IlmberpluggedAJItimber J!IU!JOtG....w.tigM

:;n="""’nd""a,n

"’__n,tmb’"

cIIdd..lI....undUBoI.... T",*,-tGbe fVI""gdI.,

~,,:=_Ir"tram R.t.ta.nd_"...

R’!.’o"""IIfII~_Mlu!e

....’"

l,.\oI.........tbeamlht ...1nI

aI~~:S,tD’’’_ lOO".." _rand-’d

r;.aolORHS_lOn\/loltll

~....II.tD

--

JOOI<l5Odmm RH6-..

10bM4 R.lettot....w.nals

ldIIcIu.foti\n~

Typicalbo.....din I\MPII....m.ent

CoOfdinltaloutionDI

IoddngklrdWar.to baon ..".aklealallbollatr,k

[}] ~!-:~ Rubbiah Bins. Photo

"""" LOl..taIh.~IOI""""nuonly f_n",."d.leo:trQltondu~ IO .....:aIedM "oIw.oel.ndl._rIq,UgIot~ft.nd ..."."..,1O

~atIuM.IIIg.

(’..) ,

111.17lmm_bIe

nelort..follfl_tO

::’~~=aI neI_...p

.’,

’..:

Ha_...:c....._

~"""fI<IUa..m romberlO beMlangdl., Iu!ly ....on.d_frlromlWllls

.~~

R.t"IO.nd...:liorto.wl

R.t"lOmeI_II~lor

~""

Ii :1

.; Ii

UllMllrul bum m","II~ camr.

of~___II,to.xtend

lOOmml>l"tm ’_-tG

1.d10 RHSMCtIon_

!.o:~mot.., w.1O

2IlOo’200x9mmRHSU!CIoanlo

-

loo.IOO"""_lI4ipanel_

--"""

.oo.,0Ih20"..,,1IlIIIIgplM. luI_m_ld.dtoightpale

:::;:rilrru.llholeslot."cno,

rn L!~~~ 1~1~PoIe. Elev.t a

~v...._..""..~.__ 200

togoeII!II_.....Id_I.UII.IIllltD< 100

!II<lOt......,....ContfIdurIoPl’_

"""",bleIIO"IOI’~

2OO!o1000ftmcr___

{i- _.

~=.’:.:::::..’;:-’ "DIIIIOboC~lhtou..U_mto

hDkI_"",,gtM~F Io

I I -._lIM’lkarKI_ llQld....

.f..J!!!!.-.,j. "",_c.-ugI 10 mll/;ll hghl POIoI_

coIour.""’’’’’..,_

IOO’ID!b1,..,.,......rulbI....1o

=~!::r~~~ ~.-

m L!~~ ~1t 1~!::!tole. Section

:’.;",’

Z~::..3naiCXIIllght .11.,13mm,....-bIoI

II’In..ort. Io",..-UI

~=~riDlc::.=~aI tII_...PCi..,

2OCb2OO’r9r’r>mRHSw_n

~::~:::.:...,.,....II

~":’:o=~~ _ .Mtomber

pIugolOmatdlb te

_coIou.and""I1" ,,-

-......-

cIIcI6foglfoufl<lUBMm r_totlalUllongth., fuIy........a_Ir..lrom _.....

R.t"ID’’’’’___

R.t.,-......,..IIlCMdull

rorfin~

l.INYerwIbumlhtDllgllce""’.

oI_...IbC&II,lonl""d

==:::;.!....., 4IlOI2!I!lw9mftIIlHI lltllO

--

2OIhIXlCYSmmRHS_

10_ R"’.,lOmM_II

.a.1Idu’-lottwlh

R.,..lodr_"III_Ol00!or.UII’I"’’’~ Pl"!ng,lum<tuno._."d"’’’’",II"Gtn

AllINc:IIIf....""n:o.llMllooutIgo."tabl ~_*PO’o’lldbl’lhI...II’...._ IOCOIIo.truaOGn L9I,poIe-.gn"’d

:~","".PSlbWlIIhI"’_IO

....__Iwais.""gr-....lObI cantltrtlld"""’.IiI"IoIe ...n

Shodr~lr.r.,WId.ndlf.toDl

=:"’_"""__’0

..,

AlSIftlIOOIItlIIIIeH".....,.....

OCh_fIQlldortcr_1II

.....

1III_ldlmnglto Iu.lHm......

F..’..... AIIIl<mglIoDlItaItI....ItIII......._

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Rotorua Lakefront

Development

Sc:e. tn""""rlllo

aI,- Site Furnishings

Or.-.g"’_ R.........

4010 1_3.206 B

Tender

RI~isTHN S R li’M’,l1

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........

Rotorua Lakefront

Development

aI.--o.."""IITitII

Lighting Details Sheet 1u__

-

4010

()’~Number R_

1_3.301 F

Tender

R,om"iST~ S; rn:,n

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e

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....-

Rotorua lakefront

Development

&c.tlo er-"IITrIIa

~,- lighting Details ~- Sheet 2

1:lrr.oonsI~_ R_

4010 1_3.302 C

Tender

:: p RiGH\isTHN S’~R rn:,n

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Rotorua lakefront

Development

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=.-

Or-n~mbIt R_

4010 1_3.401 B

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....

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Rotorua Lak;;~;;Development

o.-u.gT

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()o.-.gNI.I_ R_

1_3.402 B

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Development

<>-or..

a!,- Pavilion Elevations u_

4010Or-..gNu_ R_

1_3.404 B

Tender

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..~-

Rotorua Lakefront

Development

bioi em....; Tille

~ Boardwalk Details -

:;l! Exploded Axonometric

Or..ng/lo\l_ R_

4010 1_3.501 E

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,....

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Ratarua Lakefront

Development

a1,-er-r.gTiIII

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4010Dt8’Olllftg"’_ R_

1_3.502 E

Ii.AUedFor

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AllHa_n"’ba,IDt..FSCcaMiad

""leMotr-’-~ AllIIm IDD.

lutly_nedNotg..a.."..1tom WJlitbng,~"CU_loI_lJIng

AIInrre.n.IOIIIwSmmIDlllllledCNm...

......g.l.. aao-

c._

AII_"""-"’l>flQo.lconcnoll...aedge

::::,:,::"Ia:.=:rw.n,retwla

""’..

Str1Iligl’lbngrr-ntmgprotMtot..a""-<l lor~ r-..anotc/l in MtlINI""

,~..

ICIO’JIoDlllliledo...gn DlaftOataaDDlaftClauolado..og,.

:’.~D.IaiIadOn.vn

IItCTW 1102t9

MeTIroI U121.

MeT... lOll II

Ne Tirol 1511 II

Till TN 1"0’8

~Ch" Dott

Isthmus.

C t


..-

Rotorua Lakefront

Development

al,-","",,’~

3000mm

Boardwalk Details

4010Or~/IkI""... R_

1_3.508 E

Tender

’Y7iiGmiSTI-IM SG’r: UP W1’Tl~

R....t a"""’^g 1_0 100 lor"gIIII..I. t."""lI.tuml",,,"mbar.ndpl’M1"l1_

Nll.OllClUnoI.........,..no...,.......II’....... .......ng..I""’’’’’’.dr.’’’’’’II!!’ ""01""’" .~a

lin..."on"’VoIhoo...atnlCtllnll_~conIIic:tI

.1lM.ngirl...._..t.ka_.a.no.

AHdi"""’..o"’....."’...alt’la.....loba conlimled ",,""_to lalltoclbon

Sloop ’*-"’.......na.nd ano 10 t.

’..........abrlllndM:8~_lI’lOfto

conatrudiollPYGtICylJlnIO,............ w D.’_.OI’" II’lOfIO

’’-..nol_<ftItIgmodul

,-.. Mfmngtr;IDD.~~",

,....

MKar_TIII’Ibet t.FSCtllltrhecl

u"’""’_.......IaIlMedAlI""t."ot..

lUIy_edNo. I gr....fraeltom opIIbng, Icn_. cullPOngl1.....",.,g

AII~to.......5....,’oundeclcl<.mI...

1Io"ll,UllIpowdldge$

Co_~

AII~JlnlClCD/\CIIIII.."a.. bMmH"",.notoD.!VPIEOIl’InIai\rllfe,to ~nllhlof_u"Io!HIed""",

,.....

tOO"toOoc.tli’-ao...oo. DnlIIOIIIIUIedOu>gn Ibfto.tailedo...ign

A DraIIo.r.iIecIOHogn h.........

NCTMtlll:ll9

/role TM I~ 1111

IoICTlroIlOltll

/roICTMtS.1118

TM TM 191011

~Ch. DIrIIrr

Isthmus.


Rotorua Lakefront

Development

....

al,-o..-,r..

3000mm

Boardwalk Details_ ..

Or-"ll/lkl"""’~

4010 1_3.509 E

l..uedF

Tender

~ ;’i~isTHN S R w:;’,n

~ ~.",

’r

~

~>. ,,~ ~

""

=::,:~~!:",:"",.ngl", _~!k"""fac~,,,e.

’-nglh&~CfI.ocalto__ CIj.....rI4.!;g"......~..

J J

f>r<<..’_’....tllfHtll..

"9 CllrWl. F",,,-,,, r1I

=IotIOlccoun,rortapered

CTI ~~ ~~~r~k IB01J Precut Inner Curve Edge Detail . Plan

Eap.I<I""lAl’ltrom,IId_1O .......F.........".."’ClffICoIIoIIO

_I(r...~...",""

e.IOI\nq.ftSOmm~tJmt

.-cIaIIgAlowIor__1O

accommodat8ligr1bnglln

OIItet_laoogll"*-<tobehed

dintalytoll’_~......5"""n.,...,.

::’10 __’CI..<llAQtlgooPto

,gs.SO"""b..-dKlangan 7S.1IXlmm nailiflg 1IIn~_ WI.. ...Wlgw....mull..tu..edgclh..,

~~ObolWlal4S.to._""1IfKaI

No1I;II,CI"’IcI_to__..~....

Iotl""’pi!. No\cI’Itoll aulal\d

~.IIIGaf’1Cre"J>er""""’" -

m !!!~~~~rdwalk Precast Inner Curve Edge Detail . End Section

, ~"

’r

~’..

~. ..~.~

I """

==~~’:.~-::n~ boI_JkAa:urKy"’edgoo IengtMilcrtaltoach_ c........,a.hgnwothpOei

L~1oI~.......f.aIU..

edgoIdoItailF""""","’’’’ !H’CftttaltCaJUntlortapered

.~

L

m ~~!.~~~Boatn.lk (801) Precut OUter Curve Edge Detail- Plan

Edgelorm~...tr"m..._

to """1nII F..........rI< ’" IQCMIla

at:t:OUIII!ort_lWCIfOl’m

EdOt’tolltl.....SO"""._u... "..dO"llAllcwro.rac......._

10 ICCOtIWftOdaIe hboollo.ll’1p -

OIIte<doIc.kIftg_t:..tobolr_

d~IO.,.-.cat.IPlnlll.Smmn’jlon -,to ~dr...-::.::

l~tmbe<OIoCIcIngan 751100rr1mnllliflvsInpC WI..

n.~::::~.~to-:"~ ......,~

NoIdIlOl .....toh._..

Ml.......",IaNotdotora_o’"

.nd~.’"_HpW...o.s.

.....

CTI Typical 3000mm Boardwalk Precut Outer Curve Edge Detail - End Section

kaM: i:1" Ail u..,u

r i5 .

Natdl"’fald IOhM.......""’*

s.uOllpr,," NaIcIolota.CIUIlrKI

~.._H_mlCkh_

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c.nt..both...bcaI!y.n<lhaNo......., Fo~rJ"".ca~to_rrtf

ta""r.dfo""

rn ~~~!. ~,:,:,~Ik Precast Inner Curve Edge Detail- Elevation

EclgefOfmUOlSlromend_1a

...,IrIIF_oIprKMoIIO

ac:count""’ta~""’"

E.lo"~"’SOmm__ dadurlllAlbw""’raceuaclMCIlOIIID ac:co_.IIgMItIGltrClpdM

0Ut"~1Itr",r."".d

6reo:t1ylOp".c." ...(~n~

:::;:.’" ",_dfaon.""p10

IDSw~momr.,dec:Ian;OII 7S.1OQmm...iWIg.mp. ....."... ".gWl~lI\Htl.J.IU.. .og.tI1.y

="lOlIIIeul-’~S’’’’~lowfOt’’’’’"’’

m ~!~.;~:,~dwalk Precast Inner Curve Edge Detail - Middh! Section

Na&cllIo_auIMddluPPM,.1 _......-

NotdI"’folcl_IOIudoI........p""III l1l::I011111_ Nota. "’ta"",aut.MI

d_,.t...,tr,"piI,moddllo_n

ECllflfOl1’ltal>’l’1’from"",MCtIC>r\IO c..,trw__ilyandnDrlZUtllaIly

For,""""~oI,,,"""Ia_""

tapered""’m.

f " ~ .

rn ~~!.~,:,~rdwallk Precut Oulet Curve Edge DetalI- Elevlltton

Ed", ""’" tal*’ fl’om..d _ ’" ...,treF """""""’oIpt11CM1IO

,ocoUl’tfo’UiopI..dfonn

Edge 10 finalo SOmm.bow limber

dKlmg AlbwfOl’f’1ICtiWId..wo..1O

ICCOfIUT’Gdat.lighbng.tnpprallloo

OUtar<*:loPlt 0,"**10 r.mllll

~"’ ""o.!PII""-5mmnJ’k>n _~lOprowja drllNl:::.:’

IDSI6CImmImCllf’**’"ll"" 7SwlOO1nmI\liliftg~_..

NlMg_....f..W..adgalll.., ...to r.cut "’.S."’.........""1JflIC&I,t

....

NoIctlto1ll*’0~.I’O:I!_..1I

c.nt...Ioh_

m ~~~.:~’::’::.~oardwalk Precast Outer Curve Edge eet..il - Middle Section

Fl:aIto.ladf_gl_OHlDforllga_al. ~,fuml!U..,,,,,**.ndpllnlgn_

AI.u’Ud~"I"’",.!U ..... _..~

"’-~ l&IIIm.... d__"II5’’’’’’’’ f.......1I<I

1iII.."""Iy’M’>o,.o.!nIctU..loetail"",,1hc:b ."..eng’...."’dotIalotlke~CII

AldIrMn_,IroooakllldgrMies...10l1li eoMImedons.l1eprlO/lClflb’ln

SllOII df-...go.,., ,.,und.1’O:I "’10 r.

-abylenCll.GlpllrdlleClptDflO co__F>ru!OlypHlClfoIow.no

",-~.ndbe.......-dIQl"_1a IlbrlCallOfl II ,-"g moen/In

,-,. Allmfltp.lObe~-.r.L

r_

AI H_.......rornt..lO FSC...aIIM

........ath_..Ia A11_IaDl

fIIlr"_"’NoI~.f...tn:>,,,

.pcbng.iIn<cuorJ_rpong

AI 1Imr... 10 h..... Smm....._Cflamf..

Iklng’UU""’"

c..a..

Albc>I/"""kprwc.lll_II..ncI~

:::::~tor!":=~"......f"la

lfglll"g Slnll ~ "",~nllng to be aIw-d

fo"_~noWI"...-ut.ll.a(U,.

adga,dnverD_lDbe"......~_.

.-..

’M~

IDD’IIoOeIatledOewor’o Dfal’lo.u.tledOato;n

DfaI’lDetadedOewor’o

:"~IIO"",,o...g"

NCTN 180219

NC TN I~ 121.

NCTN lO111.

foICTN 15n II

TN nOlI IlIIDI8

~CI", DooIro:t

_._-,,~Rotorua lakes Council

Rotorua lakefront

Development

"""""r~


.., Outer Curve Edge Details

Df.-.gMo,,*,- R_

4010 1_3.510 E

Tender

~ ’iil~tiSTH"’ SGR LiM’ln

Rellfto"--g I_C IIlC1 "" II ",_ai, -...ng.fllmotln._... polanbrtgnatas

AI_ural.......fUll."""’’’’’’’’’"’’ d.-~.!UIvn...._~...forlom!.nd fi"N! ’M’>o,.lIItUclUraldetallOClllftoctl

atlSllfllll.......CIII...lallkeprlOClOence

Alcm.........,...........dg.rednar.lobe OOIIr.rm.aonu._lof.1:n:MIOn

ShOlldr......ar...,..r.d.rKI...IObe _dbylandolcepe,n:tol.:cpnorlo

_Pf’O!Ot’t’lololowlohod_~.I’O:I ___dl{"pt’IOI’",

f’brlCallOflrJ""’’’’"’II’’’’’’’’’’’’’

F....gI ,.,fmnt;I5"’IIe~SIMI

er_,

AlHoo’_rm....lobeFSCcartJf>ed

"""""’ath_..labeled...._lobe

fIIIyOlHOfl.dNaIIF-.,_trom &I1l_,CUpprngrJ-.rpong

AI ItmDInI 10 n..... 5mm....._f;IIamf..

llong 11--’" edgaS

c..o..

AlboJ,’’’’’’’k~_II..II<I~

_mliein,.,.lCIbetn-E06M"’,’’’’’’1o ~~tor",lectIons

19!1"g Stnlllogl!bng""’’’’’lIngpraNetobeln..- lot...". -..ad "’*" " pr.c.~ featu..

acIga.~_...tobe"oddionbelowDmbe. -

E T..der

g :::g:::= B Dfal’ll::looiledo..lgn

:’.~~Oesogn

foICTN 110218

foICTN U 121’

foICTN lDtlI8

NCTM Isn 18

TM TN IDICI8

.".. ....

IstIvnus.

"’"’


.........

Rotorua lakefront

Development

Otew"llTiIIoo


.., Inner Curve Edge Details

JooNa [)f-..gMo_ Fl:""""",

4010 1_3.511 E

I~FOt

Tender

~ p l iSTHfoI S R’IT

t-PfeQ"’~o.IructUfal

~n.t_rHlUf1l,,1orm IM.~r./IgIhtat. "’_ta...-.MmcxI"I.Ued

cu,..tobrM_lkEQ6

IIMhR.t.fta_.

:.:eor._.lNIdbllowrorf!nrog ~~’"

.’:

’. ;"

r...boo.d<<I<ltIg...."n...nll n"’t.Iow~\’OUI_

dKlungplltlJllntamal"" boro_Dlty B03

:." ’.’

IMIIII.....cm.~_"" _Ich~k.aud"

..dlldingllrClrwu...d

......nt..g

.....

OJ !!!~!. ~::.:tde Bodwalk on Land (BCW) Detail. layout Plan

el’llhtJng__HIocaI.d_dKlc .,edgoo all brM......,k 10 allc>wtor "ase all

.cq._looggolI,grHSorplllnlllgT.._ <kplll_,edgoIDHmtalhocloetltaaccounl

lorle’o’lll""...IIII.nc:lrwuo..b<>IIf!II

2OO"""..."’0rc.edc;oncrete"",dlomlld!

~Ih._ O.5"Aoe.our.u’-.<kI....1D

~0rI... 100x7Smmnadinglllip&1iHd kJ_....,..ndtnm.....,IOIJft\Vn.t~

CD !!f~!. ~:~ide Boardwalk on Land (804) Detail. Section

~ ~

~-"..~,.._."""" ...dr. 10 CNlr. cu.... all

bo.I_IocAccu’K)’oIM!ge

"" "

::::- """, "’"

J =?!::::~d ......

J .930

J

[IJ !!!~:!. ~:~BoIIrdwalk (803) Precut Inner Curve Edge DeblII . Plan

Edgiolormll~"om.nc:loedJOfOlo untr..F.........allpr.cUIID KCOUnt ’or tapered Iorm

EdgiotafiifWl~abcrw_’

dedo"ll.~IorNC-.d_1O

~.IogII""IIo.In pralllle

Oulel decking tmr 10 lilted

dlN(:llylO_"",nIll.S"""nyIon

::.to """"""dfa"_IjIaP 10

1~_o.donllon 1S.’QOmmnlillllgllnp& WII",.

naiIi!Ig$p&,.,....IN"".edg40lh..,-

~:’lObooCUlal.S’lOlIlawtor~

<

..’ ]Natd’llolokl_ID"""c:fI__JI<

IypeB’llNa!c:fllollpe’OUIand douppu. II ceI1tr. .. pe. mocId~

-

IT] ~!~~::,~dwIIlk Precut Inner Curve Edge Detail . Midd~ Seion

:::’::"OUI...dcfIUPPU..1

if----- Le’u_nbelund" ""..10 llelaolt;

(]] ~~ ~~~BoIIrdwalk Precut Inner Curve Edge Detail . End Sect60n

u

IIIJ0~1~1~d

IlIUUconC/’1!lI.....bumlOfNICII booo.-n.,.,..aIgoorldldingoh>

11II1II__unnngproli/e

1n" I-OGH01~t.rcent"’Iy ed

cenlr1llyR5tIHO!lOO"""CIS

~.~!’:."==":nd~~ SOmm.lxNe<Mdcing.:z..o Dl1b11,.

~R61ieo05(J()r....,CIS

rn ~!~:’~~dwalk Insitu IEoallnner Curve Edge Detail. End Section

Naldllofald_lo_bo.-llcty"" BOl NoId’I IO~OU1."".-..-,.1

_.....permoddl._

Edllll’Dtm1I,*"""",...d..cuon10 centr.boo(I,velcaly.ndl\onzo"r.Ily

F~IIo,,’~lo...-.nlfo,

IIPWeclIotm

CD ~>:!!~..~:....:.eo.rctw.lk Precullnner Curve Edge Detail . Elevation

il...._.belund.nrI.lDdeQllI.

CJ .

Edg. form llpers r".,.,.""ucbon 10 een\,.F_IIoall to

..,.,.,..nt ,,,,tapeNJd I."m

E(IOeIOMtlhSO""".b llrrG.<

dedmll AIlawIor~_nlO

_1e~lIngo.l71ppro(k

OIMrdedotlglirr*-lGboolix.., ~loprecl"PllMl.5tnm~yIon

:ace;.1Dpr_crmn.ollllIl1010

r"""’""’.....-~ ~ 15oo10Dmm...1Iing W. -...

.-.i""""..-tUIIJ,...,;g.1I>ey

.

~ J! ...toboocutll.5’1O.lIowlo, preGlo.I

.... ~ ,"""

Ref.. I" dr_; ’_0 100 r"..H 11"_11. W>g. rumrture. _ .nd plenlmll ~"I..

A.I_U’..........n15I~.. per...lII.......

d__IIi" I",,",~ crr-go;.... lor ’...m.""

fin’IJI"",,,WII...SIN<:CII,,’deIIiICWlIhctI .".....,....,.dIetIo5takoopr~u

A.ld.......................dll.........IOIoI CO"",-d""..rapnorIDf~

SIIOJI"’~ ..,-.cr."" ... 10 boo

_Dy-Ian...,."".rdlUdllflOflo _~b:I~"’OJI _~a"" boo r.--daga.. pnorID

,.__aII,_"’IImoOUI

FiQI~ AI""’"rPlDboI_stMt

DldanglObe""..,_~w;tOoonlmnge.outar edge_..Iix..<incllyloprKl un....

",,,,,,.2n,,SSMI0...11l_1iltngl;1O

_nHing.lnll ..-lOboo"""nl.....nk

1’I’10mm,R.IetI"doIlliNolll_1S031 .ul_lS01

r""ber

AlH..d\IOoodTltnbertololf’SCcetbfied

unle ctll_..lebooledAll1lmberIDboo

ru..,........edNalgr_,r...trom _..g.~COIlICIOng"’_’lI"III

A.I limbers la k.... Smm fOUnded riI-.

.1oI>g........oedgn

",""""

AlboIt_lIpr___.anc:l__

bumo.iM....lObIIlyplleoel’in~..lIf..1O firaM.~1or..1edIan.

19"UI1I

StnIl~bng_unllngprallilllloboo.l_ 1or_,e<:eIMdnoldl..’.,,,,,,idOoK.

C T...cie<

8 1000000000...,o.ogn

:’.~o.wledon’lln

MClM 110219

MCrM ,.1]11

lM TN )01118

.."" -

Isthmus.

0."


"""’-

Rotorua lakefront

Development

&car. OrIwngT...

>>,- 5000mm Boardwalk on

Land B04 Details

.bliND I>_ng""", R_

4010 1_3.512 C

Tender

viii~iSlHM SGi up Li1T1~

RlIf..IO"’_1I1_0100fo,""_el, PII""II.rumrture._’’’’’’’’’’’’’’’lIh es

N_u.aI........nlo......I!8’’’’’go.......

d........go;.l~m~...--.~...lorlo"".""

lin..nonly WIIe..IIf\I<;tU..I<kta~conftCW

.".....’h....<k!afllta". pr’"".....~..

AI d........................dg.-... lalol

conItrmedOh"""ptoQ,tol.t..c:.noh

ShOJldr_ngeat..~.nc:I".lobll r.--d tr,.1.n~.rctI’et1 ~Io CO~PI’QICIIy ~"’OJI

_~.nclboo~...~1o

1It1nc1l1onall’emIIII"g_1II

FiDI~ Alfmn loboolltllnleullMl

r_,

AlHar-..6TomtwtobooFSC~

........oth_..Ie ....._lObe

ru..,........edNa 111’_.’~"l’Qm ~1I.1rn<:n.CUIIIJ"IIaII_!lIOng

AI tomben.lo k."" Smmrounded dI.m1..

.lcIng.1I II.

",""""

Alboar~kpr_~.""edge DHm 0. ’n.... Ia bootypllED6l1noM.’’’’.’1a foal1HldIeduIooror..lK.

logtn..; &lIOII ~nng mcwhll"ll prallile b:I boo___

::_"’:.--::.::=~= .....

c ,_

e IllD’IoOItIilecIOotuon A ()aIto.r.ilMlo...gn ~.........

MCTM 11,0219

MCTN ’.\111

TM TM 301111

~Ook DeIo

Isthmus.

a~,


Rotorua lakefront

Development

Sea,," OrIwngr...

:.~ SOOOmm Boardwalk on Land

... B04 Inner Curve Edge Details

I>.......ngIWmber Re<.l_

4010 1_3.513 C

Tender

’Yii, isTHM SGR’ li’il,T

CoN:ro!. ClbekMfI>I’rilnng ~"IIl"",PI

. .. .. .

..,

:..

H

r_CIeclanIl_MIIIng WIPlbol l’\IOUtMCI

Illldanll ....IO....1I;ft

t.o.""....type90t

IfttllUOOIICfIll’’’’Il’IIDHmIa

m.tcll__tlI..-"’Il’II "C:hl<:lltlgltnllliSlhleJ\CI .........b"ll .......

OJ ~vrt:ae ~~~e Boardwalk (802) Detail "laYout Plen

AIIjKeIIIl’lllnb!lgFl"’.rtolliUt.

U2tbam..r.IMItuCCMf..~_mlo....Wo

::.’::~r-h~_ Flef.,1D

1OIlmm__UII!ICttIII._ID....w.

l.wtrlOWCfClIaI__IeIolIO

~.......ag.ol00.7Smm"""""IIIt"PI"’"

:=--....:I_Io~n.tdec:lll!lg

OJ ~~!.~~~ide Bo.rdwalk on unci (802) Detail . Section

Il~~~I~~

1~"Uc.on~te~o...MIO....w.

.....’_Ik’’’’’OIld(lll..dtdlngloll1p 1!gIlt.MI ""’u~b~lI...afiie

~.... I<XJHOI~ bo’cenIr"lypl..,.,j

"’1I!r...,FlIUft08OrrmCt5

U~!IoIlfirII5I\....uCll!lCf,"",,,, bo....IO....lCPIboo_..""’1’Iruih

5Omm_1IoIcIooI’SI 2M Ot2bon

_FI:6_0eoor.....cn.

m L~..~~~Bo.rdwalk In~itu (EDI) Inner Curve Edge Detail- End Section

:.:eonuete_bobwlOllbwlg

MIlill;

.. i.

r...bo’<IIIdo~lIwtto n,ding &lriIl5 lowl’-,ouI.na

.""11 PllrutM lD....tch

Doa_tlIty B03

..

:.. ’.. .....

’,,""OO_...._Mlo ....I<:Iobo.o_P,no-..d.. IfICiugloln loglltll!CI

,..’U,1I1I’t1l1ll’Ollle

[IJ L~~HtI ~~~ide Boardwalk (805) Detail -laYout Plan

Ol!ll~ "ll

FI:,’.,topllM

u2no.tn"....~

="~:;dlo IinItklSOrnm.

=FI:.I..todal.o~

m ~:!. ~~:’:ide BoaItd.".lk on unci (B05) Flush Transition. Section

’".....c.on~18.dgco...mlo_ "’--!II ,,’Md IId(III iIIclidwog "’"" Iiglltllft<:lrnounllllSl"’oIiIoo

2.... H:lOHOUbIo’’’’’’’’ally",nIr...,Fl:fiUftOIcr.

Wno.tI’ltlllllOlUUCOlICI’eIa... _......ldIboa_......:IlInNt

SOrnm_dKIooIg2M DI2 ",

_FI:6_06OOmtrtcn.

m ~W..~~~8oatdwalk I"Situ (EDI) Inner Curve Edge Detail . End Section

, "

d

.llIJ0~1~1~". d

Fl:ef"’0~"II1_01OCtor.’_,,". pa"’!lQ.lllmllll...~..nd lI!Ignolei

AM wueturaJ -*’-~... n PII’ ""IItneI’"

dt...."II’I.........~....torlormana lin,,"only’Mlet.IIINc:tu""_~oonlloctl ........""n__d<<I.~IoII1f1C...1ICe

AII_.......IawJr..tt<lII’aa....lObII _MMd""IoII.lIfIOIlOhtbrica~

...,

,.SlnIlabolll.....~..........

~"","",,,,,dr8VlOJlQfo

-, ....-’d~IO I\IIJ......__

’- ,.""~IO Illlo’lJaMIItuJ

Oado.Jo.glOblltioad__b out..

adgiI""’....rnowddf’8dtrtollflClllu!IOI... 1o~_2M SSIolIO<llcllll’tgsa.wllQliIo McfIn....llmnll ~lObII-.nWIUl1~

l01’ml.Refarto<lltllll_l.S03& 411_3503

r_

N.Har_r__laboFSC~

u/IIaH__labeIedAllbmbarlo

,....,._~Nolg_.,...,."’" 1d1lllllll.Icn-,cuPll’l’gol_rpng

M""..".. to "- Smm _dad dill,"..

ablg..n".....,....

""’"-

,.~!io:....,.o.I~."dedga IOIs...tobllr,EOI...........N!....

rw.r..._10I~

""’’’’’ SIrJ......gmounlordHlOlN__

c ,....

9 1~I&.dOh

:..=...o.taoIa<:IOttogn

IoICTIoI 110)19

IoIC TM l~ 121’

1101 TIoI 3(1,11 II

~Cf"1 Ddo


,.,,"-

Rotorua Lakefront

Development

SQ. er-..grCla

~,- 3000mm Boardwalk on

land B02 Details

JobNo ~,..,_ R.........

4010 1_3.514 C

......"For

Tender

p;R, isTHIoI S’GR WITl:

Rllfe’rodrav.o!lgl_OIOCIor.._..... paWIg.~...lItrIber....:l"""II!Ig_

"o.Ir\II:III"’~"’_PII’1I!QIIIMn drr.....I..........’M!IQOo.l’ltort_anci liM.honly~lb\jauraJ6~~

anM’’’IIIh___’’~’’’~1ICe

AII_............Jr.andgraa....labll Clll’ttum.d""U.CI!IOItohtbro:.al/olO

0.’

AiSt....lobllllla’n......t..r..........

~1IOI"""dr.......,.

-,

M-’d~toblll\llJ_m_...

’-

- ....bIl’tQlilo -......a.t....

OacIor!glObIIl___Iilmgl.. "’Il’II"",...tioado..u,toll"WC uNl... loh.",2noSSIolIOdodang_hQliIo NCfl hlg IIncI .sa-IO tilt _w......~

IOrrm RIlfIlIa<:IIIIM3I1_1S03& 4I1_15Ol

r_

Ai H._r_1O IN FSCc:er1IIia<:I

un,""o~laba*lMtImbollobll

1II1Iy........adNoIg_.m.oftom -1Ib"ll,Icn-,cuPll’l’gol_""ng

Nt ~ 10 "- Smm IOUI’IdacI en.""..

...g....poo.ededgeo.

""""""

M~...OCMIc;oIIC’;II\e."aecige _ ......IODaIypaEOfiM.!I,nrlwlo fIrut.I’IIIid’lldulaIOl~

""’’’’’ s..hghmg......--.g~lObII~

c ,.... 9 l~o.udadClH.tgn

:..:!....o.r.iIaa~

TMTIoI 1102.19

TIoITM "’2.’1

1101TIoI )01111

.,"’" -

Isthmus.

0.-


...-

Rotorua Lakefront

Development

o.r..o"llTCIa

~,- 5000mm Boardwalk on

land B05 Details

Job No er-ng,..,_ FI:.........

4010 1_3.515 C

l-.edFor

Tender

;Rl isTHM S’ R’ UP wlT1:

~__glMtl’lfMtw... ....7SIIOO"""n.....gllnlllDoodongl

boICYI\IIIIII\odgoIliI’arm~Mg tt.om

~.,.,taf"’

lr.;o.125mtnprecaIt U1llllpoan",

r. I""CMI_!c_

iMAIJ~.ndfn!ed:Ol""CMlbum’_

h_nfMngsT_E01ruu..h1O",1Io

m ~v~,.:~’:.!!,kutukU Bridge (TBL01 - TBLOlI ~I - Ctau Sectkln

(SO"""_dKlcIngWlllIulu.. .og.o.doIngtabolc.tWIIIMlgtl lIO’ormlaptnng~.m-

-

&a- 7S.,00""" nailing I>InIa

1950. 125mmprocatt"""c:nolll

_.

e w--- ,,-~.~"-.,~" ""o.....""l*I.ndn..:IIO,...<:II$I

bNm\llllll\hodnr_1II

’_IIIIIII’.g.".~_.

~WchI’f’lU$I,.t:...t.. Top

oIl*ItabtMlbtlcM"""........,

~1""9’I......gflll"

m !o.~~400mm Tukutuku Bridge Detail (TBL01 - TBLOlI - Expfoded Aaonometric

J

.I’~’""

j’ ::::::::::::,::=!.::-:.:."~:" ~’\boICUlllO_1dIWIQ..d.d~I

cIeclanll_...bul....’Y 100..... "’"

, Smmg.apIO.IIow_liIgt_.nd....nnll.fIIltdiMtl’l . Pi

.,. fjj I1ntie ...,., 10 "’....nl _., "",*"DfI1IIaIoo-a

Prec.II., wucru.., "’n..I.......-l.eontlK1Xln ,

",dlrx,fIII’I"1* "’1I’.......dr""’""lll

A_"I*"’II’""",dr,,,,",,,,,,F..~.,1d .......,lrntlchlalot_IAbu_llltw

_eu.ed_lottullW,olcu"",,__...roo

5Omm1lOlCh._r....~.dada"ll

Lah.....f’"".ta...fllCe~ 1ar1yIt

CD ~~:~-..t~~:=ku Tvpe 3 (!9LOlI a,tdpe to lAkewall- Connection net.l1

’IIMU-""IIIIP’IIMI

cona...JIMI_.....,.."’..

CHlirI. To ol tabolMl’*’-

...."""’.__11110191’ aIongl’lll~d..ft.

s....1."II....rs...

~Gi::i~CIJ !:~~~~.~kutuku Brid. Detail - Pile Plan

T.I*’8OII>’.:.MI_ caI."’IirI""",*_

Jilredtall’Kl$l’-mlMtl’l

h_llT"",E07 ....,...

19S0. 125mm ",ocaIt""""’..

lloMaI_CfWI"t_Idge. F"ndlopjloorn.m_

FW..tadr"""",I_Ol00Iar’~~"’’’l """,",g.Ium<tu...ttmblt.rld lnlonllno1"

....’IWdU......menll.".. .."II.....

dr_"",. ,.....sar_"III’’’fotlorm and

l..iIIo....~ Wo_SlNdUralclllldconl\ocb;

.._...goneen.cIe!allI.l.Il<I~

,u.......................rId"’........lIOboI cordonnedIMlltlpnortallbnoc.tlln

Shop~’’’I’IqII.,d’’’IbI

.........-dtorr...._I>I~_ta

_Nc:I_~II""""~ .-.andbt....--.d_npnorlo

I~d.._""""_...

F...... ,ulnDrlll’latolwo.......S!

AlInonll’ondoda"llU-"l bltombl’

pIuggI<I.,.;u,lmllilf.lI(Igt.,ndi,1K’tion1O ....ldIdId"ll

T_

All HoorOMlOdTombI’lOboIFSCc.onfled

",,’-o.aI"-labeIod AlIlmt.tabol

fIIIly...l<ln.clNa 19t11C11.tr.l!am .ittong.IIr\otI..CU "llol...~"lI

A111ImbIrI11o_SlnmlWll cha"..,..

......g.I..~....

"’"-

=!O:.",~:,:=:- Reflflo

E TenCllr

o 1~o.t.tIedo....,. C 0rIft00rl.lil.l0H0gn 8 Dmlo.t do-un A (fI~OH.g" -.........

ThlThlIIDJ11

Tirol TN I~ 12.1.

rIrolThllO\ll’

IroICTM 1511 II

TM TN 111011

~ctolt o.a.

Isthmus.

a;,.,


....No_

Rotorua Lakefront

Development

~TitIe

Typical 2400mm Tukutuku Bridge Details

,,’No

4010()-8WllllNum:o.r R_

1_3.601 E

Tender

Yi,~"iSTHN $ up LiM’,Th

Ref..lo_g1_01DOIor"~_.,. PI’WIg.flrm .,bI!"GIf.ndpllnIUIlI"otor’

,uIlrUdUf..._nll.....par...II’...... <I__III.lllIImu.~nllll"’orro"".nd "’"""only wn."’lrvdl"lIldoolllilconftictl

Inseeng,neen:dooIailil.llotpr""""""-

Ald.....,................n<lgr-....lObI CQrTfirmedonS pr..’lr~

SIoopdr...."III"’~lnd....IOt.

.....-.-dDy~...",.lCI.pftMlo

-,,-P"’\o1ypIoIil!ol1llOp

<I__III.ndbol...-.-GIIj&"pnorlO r’t:rc.lIOI>d...........g_"*

FioIlI’ AlfDDngs.lOboI~1oI..t

AI~............III""t.rstabtu.no..

pIuggod_Ilmt..rId"’....~1O --

r""boI’

AlHIr~ronberIDb8FSCc<<trfi.cl

""lH&oIh_..~bt1ed....’1imbItIobe

flrly.........edNalgtlCll.r...,"’m "II1111..g.IcnoII.W’’IId’’’IJII’’II

,ullmbol""olo.....!imm""’nded...."".,

lIJongall.wpoHd ~I

C T.,IIII,

BI~_Dn.ogn

~.~o.t.dIcIDKogn

TIoIT/IoI1I0211

TIoIT/II,.,2.11

TM TM 301111

~dolt o.a.

Isthmus.


....-

Rotorua Lakefront

Development

",""",,n.

at,- Typical 2400mm

=_Tukutuku Bridge Details .Jo No. Or8WllllNu_ R_

4010 1_3.602 C

Tender

Yi’~"iSTH". $ R ’upLiM’ITh

ff,’"

,,..

~.

1s.:15Ommn"_I\8I/lilIIn~frled.t !OOmm 1>>l1li"_ tel ",n tun *’l1li’ d ~

,!:(ImmlNCk’*’~PId\olloCllHOle_f..nlorc"g Iced o.nnty To...... tSQmm cornpaC\ed QllIe COY....

CIJ TYpal 2400mm Tukutuku Bridge. Bridge On Land Section lu": t:1" At 11:HeA3

NaIa....’I.....n...""’..sIW’I’.""IrJuDlln tYPHdI1I........,.,..,dol

==~~-==~ ,-~

, ,,~

~ r ~~. i; ~ ~’ Ji ----- r r boafl!!o.togn_alIaI....._"II1ypH

~r2;:?2[:z:(:{tf~~\;tl OIIWIoutule 00clI>r0glOIHl’a..dftOnaiIrogllnll&_2notojlll I~OKIo"II be.._Sm",

rlWltlll"lO."’lod dacD>1I_~....a.g~_Al~Iot.. ~ FluM.aga~IIl....nt.MOOf1

..:euionllOlch -’1’IC.’.........bylO1m’t....cllftlt.tplugged...." __ n."""htu llll...._

’wnt..andgr,onli..aito,...II:II!IoodoIIg ........"’IIdcI<

rn ~!~ ~~J~kutUkU Bridge Profile. Flush Edge Section

~NaI.. ,,,,.t IINn ~ "",..1YPft .nd Iuab TrdIII.. on UdI..,d

=~.=~’=:....’"b. te<lUl’..:I

tO......._ ,-..,,,,dockI"II

~dlD’I9n_"aIh.a.dangll’PHFNlImI.og.t_.r...1O diotd 61’_1 6001

!"~}’ir OIfMtou-..tr." IlIlobefixedPMon.’ ..,-,p._1.... toIlO

to __ tKnAlDn nalClo doIe""g scr_ ~t ....~ng s~, Alll’I>:otIgI!o bI

’III"’IiI~ ......nWf...Mby lllmmMdbmb pklgg<ld"’th

__....nc...n nmberandgrllndi..wontomalchdodonll

...pI.n

1~~IImberIWlnSmm ~TypcallIu"’.ooel’rf*belc:MllMlUt. .."""’MdIOft,toh..........!Ir’ohd1D ........rorliolll l..tu..edgII/omI,..r..

10.. r",."dfr!....

m L~~.!=~kutuku Bridge Profile. Feature Edge Form Section

’M’I...CUIi5lou1ed5....fnIU..IlI,..,__

~=::=.~ ’:’:"’!:.IIwC\l~~ c.nmot lno 10

Edgllformtoh.....cutollt.nd ....gl...t>e..to ’....."..tt.ra"’llh....to.....tia",Ot"’...........""

f..",.edge ro",,_..t.h<JoM10fIHIout1M"

O’CO’_CloUto’II_...do.al ng....~ _. _. o.u 10 be 505....... 20mm CMIr.. ...clNIlflll’-l olcleC:blgDoaIll"",...1Iu1h

OIIducIong!lvougnIOmm...-.a

CUll;tola.......’hfOllgh""lIuo.il.r><Ir..tur.IOO1’I’I

:7a":ts.~::==,.ileclge",_eutI

m T~.!.~I";~kutUkU Bridge Feature Edge Form. Plan

m TypicaJ 2400mm Tukutuku Bridge Feature Edge Form .lona Section Au": 1:1. "111:,.",

f..W..Cr,rlOUlifoedge,,,""CO.,ug.""trI bmbftn.DecoraIMlIMl""""’

JhraUghCM!nI

o..-.lMIcutstofforll...cI\o

rKelala.clong_boo_ 1r..1o~1I1.lliO~

rn ~~:~I~::!kutUkU Bridge Feature Edge Form. Gap Cross Section

:1"

1,s",50......ha_n.i;"g.tnpl;rnr.:lal crll\l’.. to fun,..l....gth 01 tll’1cIgiI

12s.1t50......,..nI...-preao.tconcNl.panoel

,.ano......cIBcIorIglYn...."""’5mtn

~p_TimbofCOh....,Nlllf...CUlrllo ..ngIe_MCDOn.TypuJeage _rlKlnslh<>’M’l,..r..tapli"INlrMladI I", "ecIge__

[}] !!.~~~~;:.!!’kutukU Bridge. Bridge Build Up Section

Nola ..,.taple"clirllloredgelypH .r><Iloe.oIlO". T.,.."".. ""Ndlll"<ld

=:".,!-’aI’:.==....~ _.~

~.l..;.p..~.... ~.

575

OIfMIolIISIcIett."’IIS o.da""to..rllOldifo"’".....gw.."""’2rIop,jl0 toavoid.._notehdlld<tng_I*...IIiIIo..cr......r.toba

l’llMlI1Ilng...th.. .....nler.......by II)mm...cI,...t>e, pIuggIII_

I__.......Ih_ ~,.ndgr-..""’_to....\d’I1McklrIg

on jilin_’ll

lo1OclKblgIlmDeI’l...th5rnm III Kicl<flil.:lgelYlllto’--Iaomm ft9I___CCllIO’eI.pa...1

N9<<illClal....tIde...tomllcll ftulhftlOe.lY!>I

m !!.~~=~kutuku Bridge Profile. TyPal Kick Rail Edge Section

Norerwl"’o!Nna.t..llo,ldge~ IncllouIoon TrPlSOl!wonMCft.ncld

=~::’aI":;.:::=~’-b. """..:1

~ p" \------,f , ,

wp

"OS

575

IOmm,_nlll/olarofooll’lfougillta.r><I "’OecIongl...o.r tMefe lllllign’MIII

iIIIIOltletcled<lng1ypK

Dotr:Ia""toDefind"’to~.jI"’g npa_;z"o.p,jl0

cIKlmg_......pllllltingll!r".AJ1I’r1;~tocoun!IIIIIIIIr by 10...... .~cll...be’pluggId....,.

I...De’_gr-."’1irKIIonIII INItch"""ng

l4OCIotdGfIg IImbon ’MtrI Smtn

~.WhIr.c:u11l1out.d5no’Mt.... """’..,_cIKIonQ I’lIoI......

=~w.C::=llna tohl....IdcI.1

CTI ~~!!=::.!!’kutuku Bridge Profile. Future Edge Form Extention SectIon

[}] TvpCIIl2400mm Tukutuku Bridge Feature Edge Form. Elevation kaIII: 1:1""1 I 1:HeAJ

4= D."..~rn.."’..."".,,_...... m.mbool’l R.t..taOotad~lI’JI

. - ChtImwd_nchOf.wcir;C ,ntolellnr..edgalorm,

",,"15Ommclrlplh fll""""’gh~hoieI>", cleclllngt boo......._nulfn<’rambolow;"

50mm ...."COUMaf ...nlthaleo,

:- .?:

w TL~~!:’~I"::~~kutukU Bridge FHture Edge Form. TyPCial Crou SectIon

ff~’’’+ i~.

1J115mm_Olnlngu...-.IMIC:UlltolronlilflclIoO

t_alt..lu...sgoJoo-m""*-n Qtobe.lllmm

_..."’_ OIIIIODe_r.cI_IcIge""""’_ lIIiMtIlIDononU.

CTI TyPic!l2400mm Tukutuku Bridge Feature Edge Form. Decorative Cut Det.1I ac.:1:se,"111:teeAl

I., 10 CIr-..g ’_C lCClOfillll\lll"’1II.

~g.fI<nuCu..._.nclpIertt..g_

AJt.tI\ldu’...’-....~II.,..."’"’.""..~ ..~.I..chmu..._""....IorIOO1’l’l.nd

,,,""’,,,,Iy’MI...urucrur"cIrIWfconlbca ........"’....."~....t."".".,,.cIrI"""

AllcII",...................ndgr-lCift.... 10 boo

COI’IflmIIdon"""_IO~lOn

SIIodrlwngl.._.:IMcI...toboo _lIrllmiocllfdlll8clprorlo

_"’"~torollow""’

........_01_9"’_10

’~aI..mHWIglT’lOlluln

’.... AI1li1nn9ftoDeWlln1Ha~

AllfllnnjlllOflclKlang-""’boot..._ pIuggM!""""tft>bo’_or__1IO

....\d’Icleclang

r....

All ~,-.,a Timt.r III be fSC croUled

....1n501_a.o.INl_IoDe

fuU.,...IOIIIdNo.l glla..""""’" sl1tl"".~.C:Up"ga!_’ ng

....bmDel’lltoll.....5mmrou"’*’cN"".’

IIOfog.I..POMd~

c r_.

B I~O

:"~Onvn

r",.Tp,jllC2.1g TM Tp,j Ull.lI

r".T",.lQ111.

..~ ,..


........

Rotorua Lakefront

Development

"""",r...

~,- Typical 2400mm

:;~TUkutu~:!~!: D= 4010 1_3.603 C

l.......,jfor

Tender

C" YfitGmisnojp,j ’Sa;- up IT

R.~..Io~I_C1OD1"l;1IMraI, ~rumcu...__~_

AII.....c:tIIrII.’-_.....I*-"OII__

..--..ltollllNHl_jIII’l’IIlorfOO1’l’laIICI r..,u,OfIIy’MI..-...."cIeIIil--.llcll ......""gtneer1IOItad&t.,..~

Altcll..............__QrIcIn....lIObI <J:>I’tiflrol"donlll._lOl.-....

SI\o"-_ngS...-.d...cI...k>De

1’II_b’J’~dI. """~KII_to

oollilroldoonPrvlal"""’tar WII

cIr_ngo.ncI.........-cIIIQaIfI_1O ’abnuHon fII 1’11......"",_....

’- .....fiIrIn""toblIol.-nMMW_1

....1orwI""""cIocl<ng-.lObll.....’e pI~"""’!lInblr.ndgr-_~to -~......

r_

AIlHII_T......,~baf5CClrltflld

,,"MMau..-~ M-’-lOba

1’\IIIIr...........aNo’~IIwI’""" ~knots.culld-’ng

,,"lrmDeI’l IOh..... Smmrau_dllmI..

lIonu.lnI)OMO..ay

,,",-

;~:!01_~:1~1=:," R~..to

C T_I

B lDC/’11.~o-g~ A Ora~o.tIIIecIo...gn .....-

TM Tp,j 180211

TM Tp,j ’~’2 "

Tp,jTp,jJClll1

.."" ,..

Isthmus.

"""’


........

Rotorua Lakefront

Development

er-""TiIIoo

at,- Typical 2400mm

::,_Tukutuku Bridge Details JoIlNo Q-.-..g""Il’IIIIrR_

4010 1_3.604 C

Tender

C"o’PYfil isTH."’ ’SG’R li"3tTt

NIl. Du.MCI...ung~ UDrOg "’

==OIIIyI~lOl;IIIconl

1~"~-9OrMoo.ppuor 1~_leCIinIo_ UpI.!a"G""""ICliMI....g

F."IIIl1dgeformllmbe< LocaticndlnlinlaymDd.... n,c

4 r.

L. .. ... . .. ....

m 2~;::~,~~Bridq. (!Bl011Im!Ae Inlay. Elevation

NIl o......dNClMjj~adlng..

=~..."""" Ifft/lglilol;lllconr-

I~~.’.!ICI......I’POY 1~_leCIintotimbet u""U."dpriorIClI"otall"1I

F..tllIII..:IgoItorrn_ locationdlftl.,t.’mod.... n,c

q: .............

[[] 2~~:~.:~,~~~~Bridqe (TBlOlllm!Ae Inlay. Elevation

e 1ft

[~

NIl cat.lltldrec:llng’-.ctlng..

::: ~:e.=0II1y rmaoeto~confllmecj

..............,1=--...... .........." :::::::=~’:""’....::-’

_

u~nd_\o.,.wlling

[}] ~~:. ~~~~= Bridge (TBl021Im!Aelnlay. Plan

.----------------------------~l e .z=

~

~ lakoot.wl-211J0

---~----------------------_.

IllOorI5lhr1OmmlllY"OWlrM<l."otc!I., 1D...........-1.~...$’ai,.OII_

COUnl......PIlcIWSSSln..ngbo.O 2SOrnmin_11

HIIndt....jllXJlIrolol;lllfinCl,nlo ....!IC1’1IUIbIodcboio’...~..I.

SS"" J.I;IIIIDw""Io...."...

",,**_.F"’’’’’’’’No.bSSM6bO/1

10 1M ""de..... Haas Mu"" .....~ pgll

OJ !!..~~~~~~:::rldqe AccesslMdet Dl. Elevlltton

"

.~ I,.. I

1

’"

’"

SS"""""npjltoll;lll~~’Io_IIIbmbw"...:I F",""’itINo .wMe

bo’lotMun~Hudlcn..",,_IU.

_J.:"’. ’NIIdlollo.U...........,,""IIIIOI’II.

",eSSllMgbollQ2SOrnm.,_IIF",.,Ioll’Mlbickd_,,,...:I IIII SSplal..nd_ 8o.~. pI~.

E_lcllIMbeI"NGlbc1wa

CTI Typical TLlkutLlku BridQe Acceu LMtdet Support PIMa Fixing Detail . Plan ICI..;1;....tlt;1~

NIl o..n.,..wnglaldlng.. 1i.e.I>o1dto!’OIII,r....galoboconli...,.,

1maU-MlgI’II-lKImrnapprul IInIlJero.-iflto .

u...l.lnd.......\oiMlal!lnll

r.

L.. _. _.4

m 2.!::~:~.:~,~~~Br!dqe (TBl02) Imaaelnlay. Elevation

1ft

[~,..

""

N8DuIlaGI.::tI"IJIoIIdltlgM (IIa..onI’\’h...iI’ItolN....1’IIImad

~:=~ 1 UpoUol>d IOlflo.llll"’ll

m ~~~,’:.~~~~= Bridge (TBL01) Image Inlay. Plan

1ft

ft]

N8 ca....,/llCl.lngl.Iding..

=-:~I.....,.IrMge;tobel:Olllim’l<<l

,..

~ ""

t’ll"

............:1B:=~ t3 -_._~

m ~~~t’:.~~~~= Bridge (TBL03llmaqe Inlay. Plan

~tklocllrWl_~\’CI1’Id

~~I~~=! ~~~

::~,,:<to~=;::

Boo_III__lICIId>edlO

IIkMt""hlndloo__IIu...F",

ItIDnOIr__..,.hSSMI2ba11

.nd_plulll’llmJo

-> .’

58 M& Iix..g bolla 250mm im_~ F Gl lll.bKIIafbmlNl’trudinlo

..t....G_

SS""IIII!.lNIowlillOlIeCU,.,

I..,be.l/IIMI F..W No... ss M6 b<

tolll.u~Ha...I’lI _1

w.IcI""",...~.rIoU"""n""""".,

[IJ ~~~~~~=.:ridge Acce55 lMIder Detail. SectIon

WeldtotMundonodeafIU pj.U.

-

-

,.., filii’

Booatw.I~_notdI"Io_!orh~lia_

nu F..tot......_............hMI2b _btlcklM>ClOl

......M

SS""IIIIOI’III<I~f..IO’"""’r.bm_tr.acI Fit

....h~w6SM6bo.lOt...Iltl Ha_nu.h""’"

...,.

CTI !.:~..rUkutuku Btidae Access Ladder. Persperve

R....tlO$’_1I 1.0 IOOIo’" _’’’

lIrMS.fllmt!Ur.. lftGpg~II~_

...._Ut"IIeI......II..,.,..per.......... *-~!III.I.I’ImIll_!III... ,...Io...,.nd

l’In....on/ywn.llll1rUd11ra1o.!aoICCWlIIim ......~....detI....Illr.."’Ked...CI

AIIdim...~...........dgradn_la~ co~fuTMG n..te ,""talabnClolion.

$hOOc...""’^QII....,.:I......,.ndlt.101N _br~lrdlIledJll’lOfIo ~ P--"..IoIulow"’OOc G..-gI.ndto._ao-"_to

f.tn:lbotId....,.",.,lImoc1u1

"".,. MIIw1n Iot.UI.....SIMI

....1’nI1"IIIOII<IK..ng~mt...to~""’biw ~.....ntimbw.l>dgr.", do.-ltI

-~-

c~...

AA..w""""""r...".,tct.FSCCl

unIaM..cr._t.lNied....I_101IIl

rutyw_.aNoI\I’*M.ffHffOm .......g,-....PPI"IId_".ng

M\IM..ltlhIo"’S......rou....Gch.mf..

.bng....."....,-.cIgH

c-.,

!!:!O:!,:::,::=:’- R<lfwlO

B T...!Ie. MeG8 ’102.111

,., l00"4OetaiJeGDn’lln MeG8 U12.11

Me. ........... ... Clot 0...

Isthmus.


Rotorua Lakefront

Development

Scalll Orr.oongTI\Ioo

’" 20400mm Tukutuku Bridge

::’_ Image Inlay Details

.... N Df~Nu_ R_

4010 1_3.605 B

l.....edFor

Tender

~ P;;I iSTHM S up l

Relano-saI_01/1Ofordll""er, l>IW!II.fllmWtll,IJftt.1M<1liM1ll"11no1n

AII~r.J.r_I5It... r""II’’’’’’’

dr.-.g5.rw"’’IIJ.dr~It.lorlotm’"CI ,...." only wn... IIlN<;tural cN\.I~ eotIfI.

.,....ng.,..II_nl.lulprK_e.

...lcii...............t...lianGlI_...!Obe conru-n.cr,,"..u.~lo!&_

ShoP~!IIIIIII,,-....,.JWlIt.toba .-....:Ibrla~..cM.dpriorlo

I:OIISIrI.I_~lOloIcrwsh"" -....dlN._.II"’’"’"’’’’’’’’

t.-.....d......’""’II_’-

,- Ml’imnll’ltIllllotalfIiHIlIHl

Nlbl/lgi011 1I’n1lll..10 IN I...be.pNgged _l>mbet.ncllI’"lIndl/lldlollltllPlllldl

,,,""

Tim_

....~T_lObaFSC~

ufll__III ....\...IN.101N

"""...ICIMdN 1 gr.... It.. worn

~....-.CIIPIII’IIId..rpong

MtIrTIINrI.!O~5......_dedch.m!1I

.oIo<>gall~edgos

C T."der

I00"4Oetllif!do.~n

:".:~iIedDHIgn

MeGB’10218

MeGB ,.,218

MeT’" 30.\118

... Clot O

IstIvnus.

""""


........

Rotorua lakefront

Development

&:ale DrnoongT...

>>,- Typical Access ladder

eo> Details

.... No Df_ngNurnbar R..-isIon

4010 1_3.606 C

Tender

~ ;;l~iSTHM SGR up rni’ITli);

OJ L~aeao:! j1~~:m Tukutuku Brtdae (!BS01 - TBS03) Detail - Cross Section

(5Orftm dadQ"lIwCh1utu<. OIdQao.dnollll"beeutwCh..tg.ta Io"",-pe""ll llem lMdIMv.rr

-qa- 1S.toamm llilMu w",",

~iSOOICIl5nIroI...-otco!’Cl’

-’

T.I*’..:Ipt’OoCHI.....,.....tall USl

in\o......!upKandfnradtopr.a1ll

.m"’’’’’ddenlilMg&

IMllllnIlOt<<l8llll.-gllll__. pKW!hprllCHlpolecalll", TD

dl*itobe""~Ia"Ir4IM

:;::."1’*""1."’’’11l1li.....’’’’

CIJ !.V::=.tJOO -10SOmm Tukutuku Brtdpe CT8S01 - T8S0l) Detail- Exploded Axonomelrtc

Tw...tu....brldgedecla"ll._doowgMdlCl .1;g.,...~r’C.",.M_/\C"n.jantOeck<ng bm ,\ aoltam.Ict."’’’’’’’’’’’’i’’’1Iftt dIodal\g~n:r I"nIy’OOmml~

Smm"’Pto..u-lImbwto~lndlMnk,l’IIled_ I\uIbIe...lertopr.....nt...t.peMtr ngla.......

Pf.allllllructu",! pen" to..t on to\IIrIWI~ COMection

..wliIMlII’’’I*’’’IJ’’’__~

~npll’’’’’’’’’’’’"’’’’’’’’IPF .nd

~,.,.ntto_IaM"’Ato_ _~r.... """"’IIu_..pe....ncI

SO"""notcII._I<<b"’*-ditdanll

L....’...I,’’’’..ta....rt..,.ftn..."..plan.r....t}’

CTI L~:’::~: ,,~m.!ITBSOl) Bridge to Lakewall - Connection Det.il

r r r r

~"-","’::---’-- ~O I :-==:::..."’:.s:m .-..-....:: . . . 00---

Otdanlltor.~...:I"’tollilHlw..fr___

In<>’’’101ledM1I0/;f_pe,naiIifIg~_AI!IwJnglto 12Smmpr~ be"""’tet"’nklll’....lDmmanabmt.r~gged_

pr"""CO"<:f plM’l _"’dgt1lIII~tamatdl<ledlltt1l

CIJ L~~~~::.!!’kutUkU Brtdpe - Brtdqe Build Up Section

T’’’"’’’’’II2DDmmw....w.....onland

IllM,IongIllnPI"’ftllcutedgelobCIIldoodmglmbe’

OecImg\obelw..,"""’........ift1oendn.’I.,g""p_2no"’10dooClonlllCl’_pefdeclang~td F.........n...nllolrlJlpno’t..I’1mIg..."""’’’"Pd<-. Now_,blef..,~

5mm~bolwe...<:iedMII~’"

T~24oommtukutu""onlan<!

’:-t’;;"_:":-;;..J’ ~~"-.:~~’...~ "~:’. -:~’ ,,.

m Typical 1200mm Tukutuku Bridge to larger Tukutuku Flush Transition- Detail lu",1,1I..111~

In"w.~I~\oI conct"~_1AC1ldto

ao.t.. TeodpedtobeMlbelclw leM.... """...zIHll".1 ......1I1II.~oI’.

8ft..!O q...rs d

T....,pr..:ast.....,"’ .pOIecul..1D.......pK.""

r<ndIQP’".allbNln_II_ftrGr\l\gl Tw-EC1 f"’IM"’1ldto

=~!!:.mPtKKlconct.,.pItIel F.....!..1’iIe

IT] !:e~!!~j1!=mTukutukuBrldgeDetail- Pileptan

10mmu-p""I"’!WIlUlw,""IIIdo"ll-">ngq"dlef;iwtwlouNltu --

DtcIanlll0..rn.edfromboo’-i~lo...dn_g.II’pwth2rlO MID decllIlCI’_lMfditdangDoltd.FilrinlonlihngolrlJlpric>r",

fur"g~...inaotnpdc>’...~lIII.ibIebl~

"..;lIoog otrlll to be l<Ided..,..,..,ftlldal prKMIconcteY I’fIn.."’....pport""ldooclong

P!ec-.llbelmlo_md<e"..,_ntalllppor1_mdla’ll.twllu\uiw Raiud_nlofolow."II"aI~~twla.ltuiw

15.15Drnm~..-..:Inliling.!r’PlI" "’" tuu

’-IJ!l!oIbridge

,oq..,.nt...rt..,.tafinIlhIOrmobailow

I~OMdorIIlbt’ntNts_Smm IIfIIIRII’.’tollldongpell......1I

l!iOmmtl\odoconcnl.ped_HOIII....n.....fOfUlllpieced c..trltllf T....t.."ISCmrncoml*:ledbeN"",,""

Oeclo"llto 1lxed ,,101IfIIIIIIg_1rom__ 2I1DMIO nglC__III’"lillnllll"" NI MlnIiJl I" Dot coun1ef WI1~ lII’...n lOmm ana ’*"P"_

_..,dll....tif_to....w.declGng

m ~~~~~~kutuku Bridge - Bridge On Land Section

.,..’ .-u

T Cll1200mm Tukutuku ari e to lar r Tukutuku 2400mm Tr.nsition- Detail

~; 1:1"A1I 1:,..,u

~=’X’=’ --_.-:---- ~}>;;

Neding SlnIlIO..-:::::!,=c:.::: 50

m !!t~~~~~~~ridae to 80IIrdwalk - Sei5mtc Connection Det.il

5Omm"lIII\lCgap~"boIi Ift(:~,1ICI

lwkutulluar.ag.~.PfIIIIlCM.tlWlcutu1ou"""""’.. pe...onanglltaelign_m.rw.ilIedge

R.,., ’" ’*_11 1_0 100,."..11’1’__.

"’"""’O.lIlm!lUN, _ .ndp/lftungnCIII...

...._............."fl,.,...1*"’0JIfI...

_1iJI.l’-_IiJII..lclrr"""llICI 1InoIII......,.........IInoctu..a.t.iIc:anIIocD .ltHeng,,...,,o.!ailI1Npr_

....d.............~Mdg.--....lobe Cnl1m’led""""’_’IO’~

Shodr-....,lIIw....,""’...lobe _dll\f""’~.rctI.Kl 1O

~.Pn:otorn-lQloIow"’OP d’-VI.nclDot~IgII.._ta r.llncal;lonal’_"’II1ftOOIMI

F....1I’f ....~tobl~1lMI

....tmngeonditdanllwnr."lObeblllblf pluggedwC~bmbet-.nclgr...d~1II

-~-

Tomblr

.... He.- Tomlllr hi.. FSC CIfIIIIed

unleMoItI_....-.cI....DlnbwtoDot

1II..,..........:INo I~-.""~m l.Q!iIlIII!l.kr>CIII:I..""~aI__

....bIIII!erlUl"....5mm__"’.".,..

.bng..ledgH.

_0.

TW-E07fiM.111o"_ R.tw1a

ftnl$l>e$lChedul4tlclr..lKbont

,,-

g~= B CQrto.t.iled[).."gn

:.. :~DnGn

r<<:ThI 110118

WC"" 1412.1’

lIIef"" lOll I’

hlChllSl1l’

Till n.t 111101’

.,co.o ....

_._-,,~ Rotorua Lakes Council

........

Rotorua Lakefront

Development

er-ngTiI;Ie

=,- Typical800-10S0mm

::,_Tukutuku Bridge Details JNo er-ng Nw",,* R_

4010 1_3.607 E

Tender

Viil~isTHhl SGR up wlT1:

Ref.. III 1t"_1I ’_0 loo""’’’geMfel. ~,fllml;Ul..\W!’Ibet",d "’II"_

...._ut....._.....I*...~

."_~,I.-_IiJII..""r.."".1Id liM.IIonIy......."’IIJIICtu..a.t c:on/Ioca

.1tH1ftg,,...rs~:lI1NP’"_C.

....d.....oion..~...d~....tabll connn.-G"nwtapr...lDr.bncMi<>n

SI>opdr-.... "quo...:l.1ICI ar. 10"

.-dbylllldKePl.R:tIUd 111>><10

_P~IO"""II’OP "’-’g&.ndbl-"ege.._1D

f.tIn:Ibonal_OMI1ImoduIM

F’....1I’f ....lmng&lQbe~ot.-J

_ ....fM~ondoocUlgtom..Ilh1..tl/I’tbef I pluggId...l!lImbw.nd~d..-ta melct.dldnng

nm_

....He_romborto..FSCClfllfiood

lll’llHlao._.....blIedAl_tor.

tu",,,_"’Nolgr-.fnM~,,, I.Q!IIt"""kno1.."""",ngal_rpng

""bIII....to~_Smm""’fIIIIa"’."".

.1otIg" edgft.

C T......

81DO’iWeteded~

:’.::-iledo...g,.

ThlThl1I0211

rwn.. 1(12.11

TN ThI lDll11

aw eIIt Ddo

Isthmus.

"-,


........

Rotorua Lakefront

Development

er-"IIT&

~.- Typical 800-1050mm

E:-:-TUkutu!~~!: D:~4010 1_3.608 C

l....edF’"

Tender

V \ iSTHM SGAOUP tT

"’"

T)’llUlo.clurIIIL.yuuI~od"’"

l5OwSOmm dKla"ll miIers \OIIh 5Itom gap

L.n.t’I’..".lOcIK.....gl...IlOt’t’s’PI’

,~

fypcal Doclo:II’Ig La.,.." N_t. R<Ulood 180’

OJ =~:. ~~~= Brid. . TYpical DeckinG Module Layout Detail

NoId>lotf..tufWbutt.’lly JO""_"’~OfI~n

e......tio!’I

\ ", Sso

/j ’3~ ..~"l Ul

...,

OJ ~~r.~ 1urN.u~ Bridge,.. Decking Tvpe B

it ’"

j

e\dJ \ ~

\ ,

’" t

bl1e......t

D ,L J

’"

tJ] ~~ lsa .,l

m =~;I~!~~t;’:tBrkige’" Decking TyPe E

~ \ ’.

\ ~

\ E_

’"

l’ ’" t

o

....,

OJ =~’;.’~I~~~,~~Bridge - Decking TYpe H

i 2~ ~

e.YllIion

>X t

b/1l’ l .

,Ie

".., t

Xhe.’4tion

,"11{1

,~:!so

,"’"

/J\ j I"L ’" l l ,.2 ..L, ,

PIon

m ~~I~!~I~~~~ Bridge - Decking Type C

e.YIIIion

\ "L

115 on

’1L

550

CD t~’t’; I~,kt~t;’:t Bridge - Decldnp Type F

g \ "

\ ~

elllvetion

-,..~

NotdIIOI’......

bu\llorfty~’_. ~OfIln

Elewtion

\ ’ ~

8 126 .,L

...,

IT] ~~5~!~~t~~U!! Bridge - Decking Type A

rr 171

\

l’

Elewtion

\ ’" ’"

"’"

/1I.,L .,L.,L 171

",."

[JJ !f22’:5~ !~Ikt~tt;’~ Bridge,.. DeckinG Type 0

ElewtiDn

.. 130 ..

’0 .,I. .,L

’50 ’"

...,

W ~~5’; !~I~~tt;’~ Bridge,.. Decking Type G

’" t rr 11’

j

6Zjg’"

8 .,L

\ I I

k

i’

/j,"

I \l 191 l l ’". . .

,..

o 1200mm Tukutuku Bridge,.. Decking Type I acale:t:i..’ll:1’eAJ

tt ’"

\dJ’"

r ". t

6Z1E........

...

0’11’ .,L m J. ..l 2S1

/1" ,’"

I’" ~L l ’"

.

tt "I

r... .., t

\QJ’" ’.. t tt ’"

r

\] bZJ 0\ilE....tion E.v. Elev.n

,~ ,~

11,~ ~~

I}~

n I I IJ l .,l ..L 213 ~L ~~ L

. .

271 ...

...,

C!?~i’; !f~~,~!! Bridge - ()elUng Tvpe K

IT] ~~:s’;!~~~,~~Bridge - Decking Type 0

...,

m L~~,,; !rl~~~:t Bridge - Decking Type L

-

C!J ~~~,’; 1~,~~~~ Bridge - Decking Type P

r .., t

bl1Sso

".

....

ITJ ~~.’;I~,~~~u:tBr,dqe - Decking Type J

tt ’"

j

\dj Elrlmian

’" ’" t

bZ1,’"

I ~L

,~21S

\1~L m .,L...

",."

[[] ~~I’; !~Ik,~~~ Bridge - Decking Type M

’"

r HI t

o

’"

,’"

I ~l

8 ~l

....

IT] ~~5’; !~Ikt~,t~~ Bridge - Decking Type Q

A.,...to",,_g’_OIOOlofllge_1I. ~lumtbn. W>dlNnIItIgft_

AI~..m,,,ItS..... "lII_

dr-.IjIfo.Ia!hrn""d..-nll"...."",."....nd ~ ’M>l...o.INd\jral...wj.....ftocta

......-.g’_rsdelftlllkol...~c.

Aldirnen.;""s..........dll"l’lllllf....to~ ""n/I"""’on..t.pnDflClfabncaoon

g,op""~....r.cl_and....toCllO r-.:I D’\’......-...- .rd!a..._to

_,~tofollowll\op ~.nd~~..._1CI

tabrw:.._dr_"\I111Od1llH

F""....ga AlfmnIJ’olO 1>1 A.WoIK&stRl

AI bllI\IS"" _IQn\ltm~rs fa Doo bma.r

pI~wt:hnmber ndgr....dll_ta

....cchd.::killlJ

n..."

AlHa"’.-oodr...-.toDooFSCcer

1llllna _NIa~AI_"’’’’

Iufy_"’Nal...-.r_rrom

spGrIIJ,lINltl.""P"IId_"""II

Alllmblrstoft_Smmroundeddllml..

1"’’’IIIoIIa:.og-

C T.....’

B lomw.ta,,-,, o..icIn

:.. :=~IIOdDnQn

TM TM 11.112.19 TMn.. UU,II

nol TM 30,1111

~Chk a..

Isthmus.

0..,


~~

....-

Rotorua lakefront

Development

Or.-.gT

at,- TypicalS00-1050mm

=_Tukutuku Bridge Details JabNa ()>-"II,...,,,*-<A_

4010 1_3.609 C

l......edF...

Tender

’ii,~isTHN S R up liM’,T1:

AaI’lItoci’""" ’_OIOOlgr"ge_l~ _g,II,n,_.._...dpta"’’’lInCll<l.

AlllIlIUo;:II.If.,........_.,....per.""’n-.o ci’_ga,loIhmusdr-.JI5.,.lo,fOfmlnd 1’InIM...,!flMl...._u...tdl1ailconftlCll InN 11’1\11"...... ...1II1111ka precamnca

AIIom.MICInI,.......ndll"_lI.tolll ~rmaclon..t._tollbtleltion

11 "L

8"""-.....’_..._....10111 ,...,.....:IbJ~lmI_pflO

COMInIdIOnP~to~t.I!oj:I ’*_galndba,...,_.",_1o r.tn::.I~d,.......ifIg_1es

,- AIIf"""’llllObam’n.....11N1

MfJlllnJl5""dl<:lGnlJ1Imt.rstobatmbef plugged....htim...’.ndgr."’d-.to malchdeclo"ll

Timtoar

AlHal<lWDcxlrml>l’labaFSCcartoliad

""’......oth_llbaladA.1l_IoDoo

fIIfyo.usonldNolgrldot.""lfom w.hllllllJ.knotI.,alPI""IIoI_fl""II

AIIlftlblrslOk.""Smm_rtdIddlamf.,

tIantI.a.o;pc:ooeded\Jn

C T......’

B IOCNo..;"’-"Dnlg"

:’.~=iledDHog"

TM TM 11021a TM TM "’2.18

TM TM 301111

.. 00> ....

Isthmus.

0;,.,


........

Rotorua lakefront

Development

"""""r~

at,- Typical S00-1 050mm

:;-:-TUkutu~:~~!: D~~~ 4010 1_3.610 C

Tender

~ YR,~isTtH.. liM’,T1:

~l’

". * * ’" ros, *

~r

’" *

bZ] \dJ 0 0EIe",.tion eleV8tion E~"

~.. ~.. .. 166 .. ~..

\1~..

\1i J n1 I I ;

i..L ~L ..l 11& .,L "I. .,1. ..L .,L .,1.

Pt.o" ....., .....

IT] ~~";.1~~,~:~~ Brid5l! . Decki!!fl T:R IT] ~~~I~ !~~1~t;’:~ Bri~e - Decking T~I!! 5 OJ ~~I~ !~lkt~1t;’~ Bri~e - Decking Tre! T

* u, r r ’" *

~r ". t

~ VJ\ bZJ [1EIe",.tion e.\/II Elewlion

~.. ,"

LJl,’" ,’" ,’"

\3 {~]I I I I [.,l "" ~L L 141 l L 131 .,L .,L .,1. .,1. 125 .,L !>SO .,L 127 .,L., ~ ,

[TI ~~:s~ !~~t~~~ Bridge - Decking TyPe UPt.o"

[]] ~~~i~!~~t~t;’!! Bridge - Decking Type V W ~~i~ !~Ikt~,t;’~ Bridge - DeckinG Type W

~!---I----

----r--t--

0-----

F..M, p.,.a.taillSmlhtlldr rmbol,on,-,lGboIfnI..;lromto.lo..dto .........boa""’JlftGflaiMta..tXH.SS _1’nnI’Igsat 5Omm-.lIHto ,......, IfbIog"’_-GIu,__

__tar_IIDNII&II’IIngIh

~,......,..."........,.......’" T;mc.’’’’laylol.-!ilecltromo.hiII<Ito.-long boIoros_to",....b SSKf_fmngsat

=:":’~=’i:~I>OI,ag. ......

:t:= -

T\’IlICIII12COt.wn1UIluniku "llIlrTlben.’*’tI’I

~ .

_CUlto<.."y,...uelilwtlln..... oa~

~’;.’.- ~..l,’ Ruft.cIo*Iof’t....aiIio>Q"’-oeIow.l~ lImben._ftaI III 1"’_"""",,"-

T~ l200mm IukuIUllu 0iICb0g pm.... ,,..

[IJ ~~~’!’ :~,~~~~ridge Feature Butterfty Joint - Plan [!] ~~,,:, .T~,.~~:~r1dae Future Butterfly Joint - Detail

A-’-,to’*_O’_OHlOfafAll.,.".aJ, ~.fllm_..__",",II!I" ...

"’_............""’a....p"...!I""H"’-~I.-_~a... ""101m.....

1WIIIII""""w.....lINcIutal~CICIIIfIott.

.....q"’",.or.Iw~

",,,,,,-_~.............dllllldH...to. ~.....na",,,,r,,,,’atn:.lian

Shoo or-..... rlqUqd..... .r.!o be

_bylamlKapalrdlCKI_rto _PrD~ta""""’ltloo

d.-!II.......-O~.._... r. borId....lin..g.....,.,..

FiullJl AI~!Oba~_1

AI 1mfIgII0fIdItclA’IlItoonbrrstobo_r pj~__.""gr....OIfWdlOflIO f’\IIr:I\Oodurlg

.."""

AI He.-od romlMif to Do FSC cer!iI\od

_oIIo_la.ItdNllPII’tIwllObe

luff_No !II’-.’-""’" ~g."""A.cr.r-.gd_1Pf’III

"’ ~to~_s..........._..........

.1o"ll" IlCIQfS

c r..._

B!OO’!Io~OKqr\

:e. :!:.III_~"

lMTW ItOl1’

TM TN unl.

TM TM 30" "

~a... o.a.


""......

Rotorua lakefront

Development

o..wrlgTrIIo

11.- Typical 800- 1 050mm

~~Tukutu~~~! D:~ 4010 1_3.611 C

Tender

, iSTH"’ SGR ~Th;

OJ ~~~!m~~.:ornrn Tukutuku Tvpe BridGe 1 CTBL01) -Pa.n north

e

~"~’ ,~~,’’V,,>>,:-::

Hell .....ra~."......"’_

[!] ~~:~!rr,i:~~Omrn Tukutuku Bridge Type 1 CTBL011- s..t Upaund Sectiono T..dor

e llIO’IIOoI.IoiMdDncln B Draft C\etaIlItd D"

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....-............

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Rotorua lakefront

Development

11.-o.’’’’’’’’IITrIIo

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-

..,~

4010CY-..g,."..... R_

1_3.612 D

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o ~~’1~"~~ 1.:~1 Tukutuku Type 1 & 2 BridUe to Boardw.lk. Seismk: Connection Detail

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Isthmus.


Rotorua lakefront

Development

....

at,- u_ -

o.-,r..

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JatlNa o-_nglW,ombilt R...._

4010 1_3.613 C

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non-

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or....,.,

C 10D’ll.oer.’IadCloNlgn B Onft OIla,ild Oen

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.........

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IIICTM \51118

ay ChI! 0...

Isthmus.

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....-

Rotorua lakefront

Development

....

at,- u_ -

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Rotorua lakefront

Development

....

aI.- ~- -

....,..

4010

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er-ng...._ R_

1_3.615 D

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................

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~CTM 15’1"

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Isthmus.

"-,


Rotorua lakefront

Development

....

aI.- ~- -

Ora"’""9TiIIoo

Tukutuku Bridge TBl03 Delllils

40100.-"9"’_ R_

1_3.616 D

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Tender

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boll..;.......

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Isthmus.


...-

Rotorua lakefront

Development

....

al.- u_ -

Ilrr litlo


4010o._ng""""" R......",

1_3.617 C

Tender

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c ,....

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...........

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Isthrn.Is.

"""


Rotorua lakefront

Development

111.-er-"IIlGol

Tukutuku Bridge TBS01 Details

40100..-.;""_ R_

1_3.618 C

Tender

,~i’Si’HM SG.; mr,Th

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NCTN lOll 18

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Rotorua Lakefront

Development

b.

aI.-"’"""",...

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"’No

4010Ct...-rlg""_ R_

1_3.619 C

Tender

c ’iiiGH\isnHll sGR’ up li’ ’lTl:

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CD ~~~;~-...~~~;TUkutUkU TyPe 3 CTBSOJIBridge -Sectionc ,_

B \DO’IIoDoudeod~ A Dralto..iledOeo.>gft

...........

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b.

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Development

-

"’No

4010

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()-...-rIg""_ R_

1_3.620 C

lMUedFor

Tender

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yll,," ’"

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[TI ~~~~ype LW02 - Section

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Isthmus.


Rotorua Lakefront

Development

..."

at.-OraWl"llTi

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Tender

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Isthmus.

",,",


.......

Rotorua Lakefront

Development

Sea. OraWl"llT.w

~,- Typical 500mm

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()-.-n.g,..mbor R_

4010 1_3.702 F

Tender

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IT] ~~~1~’= Detail CL!~I :’r,~,1 ~GanJen Bed Detail

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CIJ !!e~~:~~~~~!~:ravel Mulch Garden Bed Detail

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R"’.toll,_31Dl’",,,.,.,, IdgebN"’IIataJ

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CL~~ ~~~~J ~pa to S..~ Detail

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....-

Rotarua Lakefront

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Invitation to tender C/6 - Rotorua Lakes Council

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Transcript of Invitation to tender C/6 - Rotorua Lakes Council