07 Means and Methods Physical GMRs

MEANS & METHODSfor achieving the Bovis Lend Lease Global Minimum RequirementsRevision 2

Means and Methods for Physical GMRs

Welcome to the second edition of the Australian Means & Methods. These Means and Methods are basically the Australian Rule book for how we build. They have been written to provide a clear and consistent guide to working on Bovis Lend Lease Projects and by following them you will comply with the Bovis Lend Lease Global Rules for building or Global Minimum Requirements (GMRs). Typically, the Means & Methods are in line with relevant Australian Standards and Codes of Practice; however there will be some instances where we have adopted a more rigid approach or rule over and above the standards. Our reasons for doing this are always with the best intentions of providing a workplace free from Incident and Injury and in many cases we have taken a stronger stance due to lessons we have learnt from our own sites, industry or peers. The Means & Methods also show examples of best practice which I would encourage you to always adopt where you can as it is only through a continual pursuit of excellence that we will move the industry and get closer to our vision of being incident and injury Free. We will review these Means & Methods regularly to ensure that they are achievable, buildable and best practice and I welcome your feedback. Peter Marix-Evans Head of Environment, Health & Safety Bovis Lend Lease - Australia


Summary of Changes The first issue of the Means & Methods (dated 1 July 2008) for the Physical Global Minimum Requirements have been revised; a summary of major changes (but not limited to) are listed below for your reference. GMR 1.1 Hierarchy of controls amended. GMR 1.2

Amended requirements on handrails for formwork (fixing, guards, engineers signoff and mechanical means of fixing).

Amended requirements on exclusions zones where work is performed over head with sign in / out required.

Supervision regarding screens requires a rigger to supervise. GMR 1.3

Vertical elements for formwork require design and sign off for flow rates. Jumpform requirements added.

GMR 1.4 Scaffolding requirements amended (chain wire mesh, working loads, internal access).

GMR 1.5 Penetration covers for vertical elements changed to reflect buildability. GMR1.6 Requirements for chariot ladders clarified for stability. Confirmation that ladder

permit is not required when using a chariot / podium type ladder. GMR 1.7

Requirements on Swinging stages. Signoff requirement on roof mesh by roofer prior to handover to other trades. Installation of roof mesh requirements. Masonry walls propping requirements and considerations.

GMR 2.1 Delivery drivers site induction requirements. GMR 2.2 ATF type fencing requirements, specific sign off and erection. GMR 2.3 Overhead protection rating requirements. GMR 2.4

High viz clothing requirements made clear. Unloading / loading requirements as far as fall prevention.

GMR 2.5 Requirement for non ticketed plant. GMR 2.6 Requirements for sign checks following wet weather.

Handrails on equipment for maintenance. Refuelling of plant on site. Concrete Pumping considerations on site. Piling works / piling machinery consideration.

GMR 2.7

Clarification regarding what a dedicated cleaning crew is. Rules regarding no smoking on site in any enclosed area and in the vicinity of

amenities. GMR 3.1 Potholing / hand digging exploration requirements prior to machine excavation. GMR3.2 Requirements for site inspections following wet weather. GMR 3.3 Physical barricade requirement changed from 1m to 1.5m to match relevant

codes. GMR 4.1

Definition of 3rd party inspector clarified. Tower Cranes – section added to incorporate global alert. Competency of operators and records requirements.

GMR 4.2 General induction training certification requirements.


GMR 5

Has been rewritten with results from electrical health checks. Changes to minimum LUX levels from 10 to 1 to 3 LUX generally (excluding

task lighting) GMR6.1

Prestart meetings added. Mobile phone requirements. Grinder requirements. Brick saw requirements. Confined space added.

GMR 6.2 Minor amendments. GMR 6.3 Minor amendments. GMR 7.1

Prohibition of smoking in enclosed areas / near fuel source. Location of Fire extinguishers. Cutting with oxy – considerations for smoke / inhalation.

GMR 7.4 Emergency services gang box for information sharing with emergency services.

GMR 7.5 Evacuation signage requirements for sites.


Alerts Covered in this revision

From time to time BLL will issue both Regional and Global EHS Alerts in response to an incident or near miss. These alerts are kept in the Global Health & Safety Toolbox. They have also been reviewed and incorporated into the means and methods where appropriate. The following list of alerts have been reviewed in this manner. Future Alerts will need to be assessed on a project by project basis until further revisions of the means and methods. File Name Date Brief description GMR

covering this Alert

EWP Vic 2004 Consider events and the controls required for the safe use of scissor lifts on your projects.

2.6

Electrical Testing

2004 Consider events and the required SWMS for the testing of electrical equipment.

5

Securing loads 2004 Review delivery and unloading of pre-cast panels to your project. 2.4 Road safety barriers 2004 Issues with use of water filled road safety barriers 2.4 / 3.3 All terrain alert 2005 Updates to project risk assessment 4.2 Solar panels 2005 Falling objects – solar panels 1.2 Office Electrical 2005 Exposed live electrical conductors – mobile phone charger Alert only Brick and Block laying 2005 Brick and block laying utilising fall restraint and arrest equipment 1.1 Electric shock from holding down bolt 2005 Electric shock to rigger 5.2 High Winds 2005 High winds & loose materials 1.7 Telehanders 2005 Telehanders (manitous, Multipurpose cranes and the like) being

use as cranes 4.1

Run over foot incident 2005 Worker struck by mobile plant 2.3, 2.4, 2.5 Formwork Erection 2006 New formwork systems 1.3, 1.1 Self Erecting Cranes 2006 Maintenance of cranes 4.1 Traffic Control 2006 Setting up traffic control 2.4 Certification of competency 2006 Confusion regarding conversion pre 1996 NSW certificates of

competency 2.5

Washout 2006 Washout facilities incorrectly installed 8 NSW electrical Alert 2006 Electrical review required of current electrical practices 5.2 Loading Platforms 2007 Robustness of design installation and edge protection or loading

platforms 1.7

Fall of materials 2007 Fall of material lifting waste bin with crane 1.2 NSW Electrical Alert 2007 Live distribution board being left open 5.2 Plant & equipment guarding rail 2007 Safe work procedures to prevent worker entanglement and injury

through guarding of plant & equipment & PPE 6.2

Hoist noise alert 2007 Material hoist that comply with legislated maximum noise 6.1 Over turning forklift 2007 Overturning forklift due to unbalanced load while emptying 4.1, 1.7 Safety Footwear 2008 Safety footwear not being worn 6.2 FSC Audit 2008 Review of Impact and hazard risk assessment. Outrigger collapse 2006 Lorry mounted Hiab dropped steel container when an outrigger

failed 4.1

Forklift failure 2007 Plant overturn during the travelator installation 4.1 / 2.6 Sharing of plant 2005 Review of safe systems of work on site for the use of EWP, in

particular, consider the onsite arrangements for sharing of plant & equipment between subcontractors

2.6

Copper service 2004 Cutting existing water services 5.2 Formwork Alert 2008 Formwork erection - design 1.3 Drop shutter 2009 Formwork erection - Jumpform 1.3 Masonry Alert 2009 Propping requirements 1.7 Structural Steel 2009 Worker ejected from boomlift 1.3, 2.6 Safety use of EWP with Telescopic boom 2008 Outline of risks MEWPs 2.6 Inspection of temporary works Falsework / formwork and retaining structures 1.3 / 1.7 Spotlight on safety 07 Sun Protection 6.2 Spotlight on safety 02 Appropriate Clothing 6.2 FSC Audit Gaps in Roof 1.7 Live Electrical Contact with faulty earth 5.2 / 5.4 Spotlight on safety 01 Excavator Safety pins 2.4 / 4.1 Spotlight on safety 04 Keep your windows child safe General

Induction Spotlight on safety 03 Are your promotional items safe? Alert


How to Use The means and methods are the Australian rule book for building they show how we will comply with the Global Minimum Requirements for Building and also show best practice. EXAMPLE

This section is the BLL Global

Requirement that ALL Countries must

comply with.

This section shows photos of good and

best practice initiatives or where noted unacceptable

practice

This section is a check point summary

highlighting key components of the Australian rules for

this GMR

This section is the Australian rules for how to achieve the

GMRs

This notes any templates or tools

which will be kept on the Bluebook as a template and any

additional resources or suppliers.


CONTENTS GMR 1 – Fall Prevention GMR 1.1 The Falls Mandate GMR 1.2 Perimeter Protection GMR 1.3 Frame Erection GMR 1.4 Scaffolds, Temporary Works and Working Platforms GMR 1.5 Penetrations, Risers and Shafts GMR 1.6 Ladders GMR 1.7 General Precautions GMR 2 – Logistics GMR 2.1 Site Access Control GMR 2.2 Fencing GMR 2.3 Public Protection GMR 2.4 Pedestrian & Vehicle Safety GMR 2.5 Operator Competence GMR 2.6 Powered Mobile Equipment GMR 2.7 Housekeeping GMR 3 – Groundworks GMR 3.1 Pre-planning GMR 3.2 Stability GMR 3.3 Safe Works GMR 4 – Lifting & Slinging GMR 4.1 Cranes & lifting equipment GMR 4.2 Competent Persons GMR 5 - Electrical Safety GMR 5.1 Temporary Supply GMR 5.2 Work on Live Systems GMR 5.3 People & Tools GMR 5.4 Lighting GMR 6 – Occupational Health, Personal Protective Equipment and Welfare GMR 6.1 Occupational Health GMR 6.2 Personal Protective Equipment GMR 6.3 Welfare GMR 7 – Fire and Emergency GMR 7.1 Fire Prevention Measures GMR 7.2 Fire Detection and Alarm Systems GMR 7.3 Means of Escape GMR 7.4 Fire Fighting equipment GMR 7.5 Evacuation Procedures

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 1.1 The Falls Mandate Page 1 of 4 1 July 2008 30 July 2009 2

Printed copies of this document are uncontrolled

Phys

ical G

MR 1

– Fall

Pre

vent

ion

Physical GMR #: 1 Compliance Area: Fall Prevention GMR Subsection: 1 The Falls Mandate

Standard:

The Falls Mandate and hierarchy of risk control must be applied when planning and conducting all work at height to ensure that the safest reasonably practical work methods are employed which eliminate the need to conduct work at height or effectively prevent the fall of people and materials.

Robust physical barriers, such as screens, guard rails and scaffolding systems must be provided to prevent persons or materials falling any distance likely to cause injury, during works at height.

Harnesses must only be used as a secondary means of fall prevention/fall restraint or as a last resort when no other practical means are available to provide a safe method of work. Where harnesses are used as the primary means of fall prevention/restraint a formal Harness Permit must be utilised to ensure that the equipment used is fit for purpose, all operatives are competent in the use of the equipment, appropriate tie-off points are provided and effective rescue procedures are in place before works start.

Means and Methods:

Birdcage scaffold protection used as primary fall protection placed under formwork deck

Perimeter safety screens installed to provide fall protection at

the formwork deck edge. Metal fencing installed at project perimeter for public safety

Curtin wall installation scaffold tube & fitting safety rail installed as the primary fall protection. Safety harness and

lanyard used as secondary protection

Proprietary column formwork with access taken into consideration

Birdcage scaffold deck


Issue date Last amendment date Revision No GMR 1.1 The Falls Mandate Page 2 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Unloading Platform for deliveries

Removing formwork from MEWPs

“A” Frames without handrails are banned

Installation of mobile fly from mobile scaffold

Vehicle loading / unloading bay

Build in static lines and platforms (preplanning)

Chariot Ladder Access

Plan ahead to access loads


Issue date Last amendment date Revision No GMR 1.1 The Falls Mandate Page 3 of 4 1 July 2008 30 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion

Hoarding erected without harness

Handrails on plant for access and maintenance

Works carried out on ground where possible

Purpose made working platforms for crane erection

How to Comply with the Standard / Regional Rules:

GMR 1.1 Fall Prevention Check 1 Hierarchy of control understood and harness used as a last resort only. 2 Note a harness permit will need to be completed for all harnesses used as primary fall restraint.

NOTE: It should be noted that generally through this document as a minimum metric, we use a 2m fall rule. It is not considered acceptable practice to fall any distance and all actions should be taken to ensure that no person, material or equipment can fall any distance.

1.0 Risk and Opportunity at design (ROAD)

During design / bid stage, a risk and opportunity at design (ROAD) session will be carried out. This will have a dedicated section in reducing the risk of falls from height and will endeavour to design out these risks where reasonably practicable and utilising the Hierarchy of control. Novated design must still use the ROAD Process.

2.0 Project Delivery Plan (PDP) A preconstruction plan (Project Delivery Plan) will be prepared which will include a dedicated section which will focus on planning how work at height activities will be carried out and which will utilise the hierarchy of

Hierarchy of control (in descending order of preference) Step 1 - Eliminate risky activities where ever possible, if not possible, only then………… Step 2 - Substitute risks by providing safer products, materials or processes Step 3 - Isolate risks by providing controls to isolate people from hazards/hazards from people Step 4 - Engineer out risks by providing mechanical, designed/engineered controls to prevent injury Step 5 - Administrate controls risks by providing procedures such as Lock Out/Tag Out or Permits Step 6 - Provide Personal Protective Equipment to reduce the likelihood and severity of injury


Issue date Last amendment date Revision No GMR 1.1 The Falls Mandate Page 4 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

controls. This PDP will require Operations and EHS Manager Approval and should also include a peer review. 3.0 Hierarchy of Control

During the ROAD and Pre-construction planning, the following hierarchy of control will be taken into consideration. It should be noted that if the reason for not operating at a higher level (in the hierarchy) is purely a commercial decision, the General Manager must approve this.

3.1 Eliminate the risk of falls of people or materials by design and/or employing construction methods, which avoid or reduce the need for work at heights. (Examples: - pre-fabricating permanent works (such as unitised, glazed curtain walling) and then lifting them into place rather than constructing them at height: reducing the size of service risers to prevent falls of people or materials: use of prefabricated sections, inclusions of parapets, building maintenance units etc).

3.2 If this cannot be achieved: Implement measure to prevent (or mitigate) the risk of falls that will protect all. – By employing collective measures to protect people or materials from the risk of falling where work at heights cannot be eliminated. (Examples: designing and employing edge protection systems which can installed as soon as practicable and remain in place as long as possible, (eg guard rails fitted to steel beams at ground level during erection and located such that they can remain in place for cladding works): use of slip-form formwork systems with integral working platforms and screens: use of fixed scaffolds and mobile scaffold platforms use of MEWPS for erection of steelwork: use of scissor lifts rather than step ladders for installing M&E systems: use formwork systems that can be erected from the permanent floor slab or a low level working platform below the decking level and which allow installation of edge protection (guard rails) without the need for high level access: installation of stairs with permanent guard rails fitted; nets fitted at working level to minimise consequence of falls during roof installation; use of air bags: debris netting fitted at both external and internal floor edges to prevent fall of materials, scaffold fans or nets to protect public)

3.3 Only when the above measures prove impractical should the risk of falls be controlled by means of:

Personal fall prevention and mitigation systems - only use as a last resort as they rely on the individuals at risk to use them correctly and they only protect those individuals using them. Systems need to be designed by competent persons to ensure their effectiveness (including rescue procedures) and use needs to be limited to specific trained personnel (eg scaffolders). Preference should be given to fall prevention systems (restraint) rather than fall arrest systems which limit the distance people can fall (mitigation). (Example: full body harness secured by fixed length lanyard restricting access to point of work preferred to use of retractable line inertia system).

4.0 Harness Permit

Harness used as a primary fall arrest / prevention should be avoided at all times. Where this is not possible a harness permit will be required to be utilised and approved by a regional EHS Manager or Operations Manager.

Related Information Suppliers / Resources Harness Permit ROAD Project Delivery Plan


Issue date Last amendment date Revision No GMR 1.2 Perimeter Protection (in or on structures) Page 1 of 6 1 July 2008 1 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion

Physical GMR #: 1 Compliance Area: Fall Prevention

GMR Subsection: 2 Perimeter Protection (in or on structures)

Standard:

All open edges to structures under construction or demolition (including the construction/demolition floor) from which persons or materials can fall, must be effectively protected by screens, scaffolds. The means of protection employed must be the most robust form of protection that can be used on the structure, taking into account all relevant parameters, such as nature of construction operations, structural stability, weather conditions, etc. Screens are the preferred option and must be considered before any other option is explored. The protection provided must be of sufficient strength and height to prevent people and materials from falling or being blown off the structure. The level of protection planned for any project will be scrutinised to ensure it meets these requirements as part of the project approval process.

Where any works are conducted outside of the perimeter protection which could result in the fall of materials, lanyards should be used to tie-off tools and equipment.

Means and Methods:

Lift guards with handrails inside

Tube and mesh panels guardrail pre installed at the edge of a metal deck

Hand tool secured to wrist by a lanyard

Helmet secured to the safety harness by a lanyard other

alternative is a helmet chin strap

Tube & mesh panel guardrail


Issue date Last amendment date Revision No GMR 1.2 Perimeter Protection (in or on structures) Page 2 of 6 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Modular scaffolding installed at all floor levels to arrest the fall

of persons and material

Heavy duty metal and mesh screens placed in mechanical

voids NOTE: a safe methodology / handrail is required during

installation of ductwork

Heavy duty metal and mesh screens inserted over a large

void

Scaffold guardrails and metal mesh prior to the metal deck

being lifted into position by the tower crane

Voids and gaps around screens to be fully closed in

Voids and gaps to be fully closed in




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Loading platforms

Establish exclusion zones where any work above

Engineered solutions to install façade brackets to prevent

dropping material NOTE: exclusion zone or overhead protection still required

below

Proprietary handrail

Secure perimeter and formwork screen

Harness used as secondary restraint. Height of façade panel should take into consideration falls. (ie extend 1m above floor).



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Ladder exclusion zone

System perimeter protection

Perimeter Protection

Worker on perimeter

Perimeter catch box for façade bracket installation

Mesh infills on MEPS where adjacent perimeter or exclusion zone cannot be implemented (ensure wind load is checked)

Review of shafts and risers for risk of materials falling

Full height perimeter protection is best practice




Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR 1. 2 Perimeter Protection Check 1 ROADS completed with perimeter protection addressed. Project Delivery Plan outlines

perimeter protection methods.

2 Climbing Screens or full height scaffold utilised on structure. 3 Exclusion zones or debris nets installed below any areas of work overhead. Sign in / out

established for shafts and risers.

4 Where handrails are used they should be steel (for best practice) and preference is system over tube and fitting. (Timber handrails require engineers sign off).

5 Measures have been taken to ensure that material can not blow / fall off the roof / building and daily checks documented.

6 Highly visible ladder exclusion zone has been put in place around perimeter handrail protection (includes atriums).

7 Façade / external works methodology has a harness as a secondary system only.

1. Where Handrails are utilised All open edges to structures under construction, demolition, maintenance or refurbishment including the demolition / construction floor from which a persons or material can fall, must be effectively protected by screens, full height scaffold or handrails and mesh guards (note mesh guards should be installed by risk assessment) Note: Handrail system should be proprietary type system and metal (timber handrail should only be used as a last resort). Best practice solutions are full height.

Note: Fixing of handrails shall be at least 1m above adjacent surfaces. Fixing shall be by mechanical means. (strapping or bolting etc not tie wire, tape or cable ties). 2. Particular attention must be given to ensuring that materials can not blow or roll off the building and

therefore any perimeter must have kickboards as well as a mesh screen where handrails are used. Dropping of materials, bolts and fixing equipment is to be considered at length in the risk assessment.

3. Where works on the perimeter, edge of the building are being conducted where any material could fall, suitably rated overhead protection shall be provided or secure exclusion zones that prevent the entry of personnel (secure means fenced – not just safety tape).

4. Where handrails / mesh barricades are utilised for perimeter protection and they are not full height, the following restrictions apply to working adjacent to that area. - No work from ladder platform within the floor to ceiling height distance from perimeter (ie; if floor to floor is 2.7m then no ladders within 2.7m). This area (ladder exclusion zone) must be well defined, visual and enforced. A breach of this would constitute a major infringement. Work within this zone must have its own physical means of fall protection. - Where MEWP’s / booms are used in this area then precautions shall be taken to prevent them from crashing perimeter protection ie; with the use of barriers. NOTE: for best practice, consideration should be given to full height perimeter protection.

5. Methodology for installation of façade, perimeter grilles, windows, fenestrations and the like shall utilise mechanical means such as crawler cranes hydraulic suction devices and the like such that materials can not fall and such that any installation is carried out from behind a handrail. Note: where fixing façade brackets and the like at low level, a mid rail is to be used and where required, a harness as a secondary restraint (not in arrest). It should be noted that this activity should be taken into account during the design / ROAD process and engineered out where possible.

6. Design & ROADs The design and ROADS process should address, perimeter edge fall issues. Considerations such as



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

utilising precast, considerations for installation methods for facades and fenestrations etc. 7. The Project Delivery Plan (PDP)

PDP will detail the edge protection to be utilised and the methodology utilised for all façade and perimeter works and be approved by the Operations Manager and EHS Manager.

8. Where screens are utilised 1. All vertical joints between screens and all horizontal joints abutting structure to have zero gaps. Consider the use of rubber / plywood and carpet to perform this function. 2. Screens should be monitored regularly. 3. Climbing of screens to be accompanied by a pre-climb and climb checklist. Installation and climbing of screens by a competent person with appropriate system training. 4. Where possible screens to be suitably long enough to allow for façade survey, prop removal and handrail installation. i.e. tracking platform. 5. No signage or shadecloth on screens without engineers’ approval. 6. The risk of impact on screens from plant or equipment shall be addressed and appropriately controlled. This may entail bolting down wheel stops or similar to slab or placing I-beams between screen needles. 7. The installation, alternation & removal of screens shall be undertaken under the supervision of an intermediate rigger.

9. Balconies Ensure all work on balconies has it own method of fall prevention. NOTE: Design should ensure that ongoing fall from heights risks are eliminated ie; light fittings mounted on wall and away from edge.

Related Information Suppliers / Resources

Workright Edge Protection Systems P/L [email protected] Ph: +61 (0) 2 8824 7776


Issue date Last amendment date Revision No GMR 1.3 Frame Erection / Formwork Erection Page 1 of 8 1 July 2008 30 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR Subsection: 3 Frame Erection / Formwork Erection

Standard:

Metal frame structures should be erected from Mobile Elevated Work Platforms (MEWPs). Catch decks and guard rail systems shall be used to provide fall protection during metal decking operations. Hierarchy of controls must be considered at all times.

Concrete formwork/falsework systems should be proprietary systems and be erected from safe working platforms or MEWPs below the deck level.

Edge protection systems should be designed in as part of the frame erection process and should provide protection for following works, e.g. cladding.

Means and Methods:

MEWP to assist with installation process NOTE: Exclusion zone below

Metal deck suspended from tower crane MEWP used to assist with installation

Engineered solutions to provide adequate support to

MEWP’s

Small MEWP’s available for tight areas NOTE: housekeeping needs attention


Issue date Last amendment date Revision No GMR 1.3 Frame Erection / Formwork Erection Page 2 of 8 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Fabrication of structures on ground MEWP’s utilised for rigging

Fabrication on ground and lift into position

Catch deck below working deck

Prefabricated table forms with handrail installed on ground

Installation of table with telehandler

Erection of formwork from below

Lift guards with handrails inside




Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR 1.3 Frame Erection Check 1 Project Delivery Plan details systems to be used for structure and peer review held prior

to commencing.

2 Formwork system used in preference to traditional ply and timber. 3 Formwork erected from below and or handrails installed from ground. 4 Catch decks supplied where fall of >2m exists. 5 Stair access to working decks is provided and ladders are used as a last resort. 6 Penetrations are minimised and covers are fixed down with screws or bolts, HDPE or

metal (as best practice or fully painted (in high visibility, yellow, white or red) ply as a last resort with relevant danger stencils).

7 ROAD addresses formwork design and erection methods. NOTE: Formwork erection is to be carried out in such a manner that fall risk is minimised and NEVER more than 2m. This will entail:

• Erection of formwork from below

• Catch decks

• Handrails It is not acceptable to have leading edges with fall hazards and all fall hazards greater than 2m should be removed completely.

Design 1.0 The BLL EH&S system aims to firstly eliminate hazards or if this is not possible minimise the risk.

Therefore the first step should be to ensure the formwork design is reviewed in the “Risk and Opportunity at Design” for opportunities to eliminate the hazards. This could be by the use of pre-cast sections or simply adjusting deck height and design to maximise the use of a formwork system (ie Peri, Boral, table forms)

Preconstruction 2.0 The formwork systems to be adopted are to be approved by BLL Regional Operations Manager and

EH&S Manager prior to any commitment being made to a formwork subcontractor and signed off at the project pre-construction as part of the Project Delivery Plan. All falsework / formwork will comply with AS3610 and be fully tested. The formwork system is to be designed by a qualified structural Engineer with 12 months experience

in the design of formwork. The formwork systems will preferably be a “systemised” proprietary type systems. Full shop drawings will be prepared for falsework system and approved prior to any deck commencing. The drawings will clearly indicate permissible loads and loading areas (for stressing coil, bins, reo and the like).

The formwork engineer shall also certify the proposed erection procedure prior to the falsework / formwork being erected.

A competent qualified structural engineer will also certify falsework, formwork and backpropping as being structurally adequate, immediately (i.e. once installation is complete prior to pouring. Design should take into account live and dead loadings and safe working load (SWL) will be adequately identified where multiple systems are used.

Where scaffolding systems are used as falsework (and integrated scaffolding screens) they are to be



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

erected by a certified scaffolder and certified to the design prior to formworkers or other trades commencing their work.

Where it is intended to utilise two formwork / falsework systems for high strutting areas the first falsework / formwork system deck will be certified prior to the erection of the following and the frames should be located directly above the frames below.

Design, certifications and pouring rates shall also be sought for large vertical elements where the pouring methodology is critical. Pouring rates will be clearly communicated to the concreter and included on the pre-pour checklist.

The BLL pre-pour checklist will be completed and signed off prior to pouring.

3.0 Erecting Frame Formwork

Adopt methods to reduce the risk of injury/falling when erecting single frame formwork/false work; The use of formwork systems (Peri, Boral, etc) that utilise placement of soffit decks from the deck

below to manufactures specification and BLL requirements; Erection of U heads, bearers, joists, etc from a fully decked Work Platform no higher than 2m from

the ground/deck or a MEWP or suitable work platform; where work has to be performed on the soffit / form deck then the catch platform shall be not less than 2m below and extends a 1 in 1 distance (ie 3m) horizontally.

Note lazy joists are not an acceptable method of fall prevention (except where approved by EHS manager as a last resort);

Base plates will be used under all frames (no matter what foundation) and all U heads will be centred and secured.

The planking out or protection of starter bars or bending bars over and protruding hazards. Where frames are used above 2 frames in lieu of birdcage scaffold Operations Manager and or

EHS Manager approval is required. Preference should be given to pouring columns up.

Note: (Generally the intent is to prevent falling, therefore it stands to reason that the use of netts is not a preferred method of fall prevention. Where netts are utilised, they should be provided as close as possible to the working deck and be of sufficient tension and strength to support a load close to the work area (i.e. catch the person or material close to the working deck). Note: net installation to be certified by an engineer.

4.0 Deck / Soffit To reduce the risk of injury when working on the deck or soffit:

Progressively provide handrails to each work area, midrails and kickboards around completed deck (note consideration should be given to erecting handrails on the ground beforehand); Note: no person can be exposed to a fall during this work.

No other trades (ie electricians, steel fixers, etc) allowed on the deck until completely secured by fall protection;

All formwork penetrations will be adequately covered and secured. The cover will be highlighted to ensure persons are aware of the penetration below (i.e. secured painted reo / mesh (ie F81) or painted ply white, signage, as per GMR means and methods 1.5 is penetrations etc) Note: Final slab penetrations will include cast in mesh;

All loose materials and equipment on the formwork deck must be secured against windy conditions;

Ensure all off cuts, sawdust and materials are cleared regularly so no trip / slip hazards are present. (Note consider icy or wet decks and slips);

Where timber handrails are used they will be joined & fixed via mechanical means (not just scew




Phys

ical G

MR 1

– Fall

Pre

vent

ion

nailed); and The formworker shall clearly identify loading (i.e. stressing coils, reo, bins etc) areas on the

formwork deck.

5.0 Stripping/dismantling To reduce the risk of injury when stripping formwork/false work:

The use of formwork systems (Peri, Boral, etc) that utilise the stripping of formwork from the level below;

Work Platform fully decked no higher than 2m from the ground/level/catch deck; Provide a catch deck no more than 2m below work area; No drop stripping will be tolerated and all materials are to be lowered in a controlled manner; Stripping area to be suitably barricaded and sign posted. (Parawebbing as a minimum) Ensure exclusion zone is in place below the works.

6.0 Access

Suitable access will be provided to all work areas: Stair access (not ladder) will be provided where persons manually handle tools and materials to

work areas (see GMR 1.6); Secured ladders may be provided to temporary work areas protruding 1m above platform as a last

resort and only where stair access is not achievable; Clearly defined and clean access ways, use of barricading and signage to restrict access to

unsafe areas or where overhead hazards exist; Two points of access where possible.

NOTE: If stair access is not practical and ladder access has to be used then: – It must have landing platform on deck at least 1.2 x 0.7 – Be 90 degrees to the landing platform – Have a swivel or sliding gate – Be secured top and bottom – Must proceed min 1m higher than platform

7.0 Catch Deck

Catch deck to extend minimum 3m (should be at least 1:1 to height of floors) beyond formwork leading edge.

All catch decks to be of robust construction at least equivalent to formwork in regards to structural integrity.

Catch decks should allow all workers to walk freely around deck and to be fully hand railed where required.

No trip hazards or gaps >100mm to exist on catch deck. Any penetrations that go through catch deck are to be fully hand railed as per GMR 1.5. Catch decks will be signed off as relevant for the material used (ie if scaffold then by scaffolder).

8.0 Nets where nets are used as a catchdeck

False work to be able to support any LIVE loads placed on netting. Nets to be installed/maintained as per manufacturers specification. No materials to be stored below nets. Nets to be suitably stored to prevent rot and damage.



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Nets to be installed as close as possible to the work area by qualified person.

9.0 Structural Steelwork Structural steel to be assembled on the ground and lifted into place where possible. Use of MEWP’s and scaffolds to erect steel. Chariot ladders may also be used where practible. Sequence of erection is to be clearly detailed by a qualified structural engineer and noted in

SWMS. This must include bolting / joining / tightening sequence. Erection methods must be closely monitored to ensure no deviation from approved methods. Structural steel roofing should be designed such that it can be largely assembled on the ground

and lifted into place with handrails and fall prevention system already in place. Ensure exclusion zone is in place around all works at height.

10.0 Jumpform

10.1 In design:

A separate ROAD (or section of the project ROAD) should be dedicated to the jumpform, with particular consideration given to issues including: height of pour, access, ladders, trapdoors, emergency evacuation, and temporary structure used for assembly, internal work platforms.

Design a methodology to safely assemble, jump, disassemble and remove the jumpform system at end of use (including removal of cladding; position of splice plates etc).

Wherever possible design out the need to use drop shutters and minimise use where no other option is practical. Use of Drop shutters to be approved by EHSM / Ops Manager.

10.2 Assembly of jumpform system:

A Safe Work Method Statement (SWMS) must be developed based on engineer advice and manufacturers instructions. Consideration/hold points may need to be included in the SWMS for other trades that may need to undertake work (ie electrician) on the jump while under erection to ensure a safe system and environment is implemented.

Engineer advice / signoff for the temporary support used for fabrication of the grid matrix. Engineer’s signoff and BLL hold point for the lifting and positioning of the grid matrix. The Engineer will finally certify the jump form is in accordance with the design requirements and

is safe for other trades to commence. Note: Project teams should consider engaging a third party engineer to provide these inspection and signoff of the jumpform system after initial assembly.

10.3 Use of jumpform system

A suitably competent qualified and experienced jumpform supervisor (ie trained and assessed by the supplier, minimum 1 year working under a jumpform supervisor) shall be in charge of the system, and conduct daily checks of the jumpform. Operator’s competency log to be completed by the employer.

The jumpform supervisor in conjunction with the BLL Foreman is responsible for ensuring hold points and permits in the process are completed as required by the SWMS.

A system of pre-jump checklists / permits must be used (number and detail of permits will vary depending on the size and complexity of the system). Examples attached.

Advanced rigger present on site to oversee and inspect rigging methods prior to stripping / jumping.

After jumping the system, a checklist must be completed by the jumpform supervisor and BLL Foreman to ensure the system is safe to be re-entered by workers.

All workers involved to conduct daily pre-start meeting / toolbox talk. Use 2 lifting attachments on drop shutters – ensuring 100% redundancy should one lifting

attachment fail. Where chain block or hoisting mechanisms are used on individual shutters Drop shutters to be re attached to threaded rods on grid beams before climbing the system.




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Support slings on drop shutters are to be designed to take into account shock loads.

10.4 Falling objects / overhead protection Overhead protection deck to be situated as close as possible to the underside of the working

platform. Exclusion zone established and enforced below during stripping and jumping sequence (this

includes raising and lowering drop shutters)- system of restricted entry (eg lockout system) should be considered. Exclusion zone will be both in shafts and also on open decks below jump.

Where is it proposed to operate a man and material hoist in the jumpform shaft during erection, alteration, stripping and climbing, controls need to be considered to eliminate the risk of falling materials (ie fixed shutters etc). The hoist roof shall be made of materials that shall contain and deflect any falling materials. Where possibly the team should consider the provision of an overhead protective device to contain any falling materials.

Use of kickboards and flaps on open edges to prevent objects falling – all gaps should be covered.

10.5 Fall protection

Consider measures for fall protection from work platforms, (e.g, placing zed bars, and tying horizontal lacing bars of reinforcing steel from the deck below to stop falls onto existing vertical bars).

Penetrations including cast-in vertical penetrations (eg doors) to be meshed / protected as per BLL GMR 1.5.

Use secured mesh on top deck to prevent falls into the wall slot. If mesh is hinged it must be of robust construction and regularly maintained and inspected.

Maximum vertical distance between access platforms at 2m (unless not possible due to the design of the structure), and not more than 3m.

Consider use of adjustable width work platforms to minimise gap distance (e.g 3 planks used until shutter positioned, then reduce to 2 planks).

10.6 Access

Provide and maintain safe clear access to working decks and temporary platforms, including stair access before ladders wherever possible.

All access stairs to be designed for purpose and suitable for the system. Hanging bracket work platforms to have engineer design / signoff and have safe working load

marked / made known to workers (or instruction eg max 2 workers on platform at any one time). Platforms to have a suitable method of securing planks to prevent movement / dislodgement. All work platforms / trailing decks to use structural grade bolts (not mild steel). Batch numbers

should be checked to ensure quality. Design ladder access to incorporate trapdoors and access onto and off ladders, and access

around ladders within the form. Ladders to be secured and extend 1m above the landing Use handrails around trapdoor ladder access where possible. Trapdoors to be stencilled / marked “keep closed” – and strapped to prevent being left open.

10.7 Material Management

Consider measures for waste removal e.g. rubbish chute designed into system. Engineer approved areas for landing of loads (eg steel) Use storage boxes for small items / tools and materials. Loads landed must not block access ways Bunded storage for liquids (eg form oil)

10.8 Amenities: Supply connected (plumbed in) toilet to the top deck Supply adequate clean drinking water



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Provide adequate ventilation (consider use of fans; meshed vent holes in cladding) Ensure adequate lighting is provided

o Temporary lighting for the construction of the jumpform o Battery backup emergency lighting for in the jumpform once set up and operating

All temporary electrical wiring as per BLL GMR 5 and AS3012. Fire extinguishers readily available

10.9 Emergency access / evacuation

Obtain guidance from local fire & rescue authority where possible. Design emergency access doors into cladding on top deck and lower deck. Trapdoors should be

wide enough to allow emergency retrieval. Install engineered lifting points on cladding assembly to facilitate stretcher retrieval via rope

access from jumpform to top deck Tower crane emergency first aid man box available at all times Emergency procedures must be developed. Training in these procedures must be documented

and a record of persons training kept. Emergency procedures must be trialled to ensure effectiveness and reviewed after any changes

to the work method or physical work environment.

10.10 Frames & Formwork for walls and vertical structures Qualified engineer must design vertical elements Design must clearly take into account (+ clearly note) allowable flow rates and slumps for design

mixes. Placement rates shall be carefully monitored.

Associated Documents Resources / Suppliers Pre-pour Checklist Australian Standard 3610 (and suppliers),

www.standards.com.au

Project Delivery Plan (other relevant standards AS 1820, AS 1576, AS 1577, AS 4576)

Jumpform checklist sample NSW, Code of Practice for Formwork, www.workcover.nsw.gov.au

Victoria, Formwork & Concrete Checklist for Builders, www.workcover.vic.gov.au

ACT OH&S Act 1989. ACT OH&S General Regulations 2007 www.workcover.act.gov.au

Queensland formwork www.deir.qld.gov.au/workplace/law/

Workright Edge Protection Systems P/L Ph: +61 (0) 2 8824 7776


Issue date Last amendment date Revision No GMR 1.4 Scaffolds, temporary works and working

platforms Page 1 of 9 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR Subsection: 4 Scaffolds, Temporary Works and Working Platforms

Standard:

Effective measures must be put in place to ensure the safe erection and use of all scaffolds, temporary works and working platforms (including tower scaffolds). They shall be:

Planned by a competent person to ensure the right design and equipment is used for the specific situation.

Erected, altered or dismantled by competent workers. Inspected by a competent person when first constructed, after any alteration and

on a weekly basis and be clearly marked as safe or unsafe to use. The following criteria should be used to judge if scaffolds and working platforms are safe to use: All structural members are free from visible defects, structure is plumb and

adequate cross-bracing is provided. All scaffolds are stable for use with sound footings, wheels locked (where

fitted) and tied into structure where base/height ratio is greater than 1:3. Safe ladder access is provided, Working platforms are fully planked, free from defective or damaged planks

and debris. Guard rails, mid-rails, and toe boards are installed on all open sides of

platforms from which people or materials may fall. Where there is a risk of materials falling over toe boards, means of

preventing materials falling must be provided (e.g. netting or fencing). No person is permitted to remain on a scaffold tower platform while it is

moved.

Means and Methods:

Aluminium mobile scaffold compliant with the appropriate standards

Mobile scaffold access system


Issue date Last amendment date Revision No GMR 1.4 Scaffolds, temporary works and working platforms Page 2 of 9 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

False work with a full deck to allow installation of form work

from below. NOTE: This will require full decks at 2m for installation

Stair access to formwork decks should have chainmesh

enclosure

Scaffold erection in 1m lifts

Mid Platform for scaffold erection

Brick guards and handrails in Brickies “A” Frames

Brick guards and handrails in Brickies “A” Frames




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Mobile scaffold with stair access

Access scaffold for loading / unloading flatbed vehicles

Scaff tag is a means of ticketing certification on scaffolds

Consider alternate means / mewps etc

Temporary cantilever platform for working in risers

Scaffold to stairwells for patching and or painting is best

practice




Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

NOTE: this is a guide only

Install handrails from below on a platform ladder. Then planks installed from below.




Phys

ical G

MR 1

– Fall

Pre

vent

ion

NOTE: 3 times the minimum width base is the maximum height before outriggers are required. (as a rule of thumb) and BLL 1 m rule still applies to mobiles - assembly.




Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

How to Comply with the Standard:

GMR 1.4 Scaffolding and Work Platforms Check 1 Scaffolding system is used in preference to tube and fitting. 2 Mobiles to have all braces, access ladders etc as per manufacturer’s instructions.

3 Scaffold erection takes into account 2m rule ( i.e.; never able to fall greater than 2m).

4 Design and certification of erection has been checked by a competent person. 5 Mobile scaffolds are tagged as suitable for use by competent person (over 2m working

deck).

6 A frames / trestles are not used for scaffold without suitable handrails and access provided.

7 SPLIT level decks are not allowable on mobile scaffolds.

Scaffolding Fixed

1. Introduction A range of Country/State/Territory Legislation and A/NZ Standards, Codes of Practice and Guides, some of which are referenced at the end of this document, cover scaffolding erection. In some instances the Legislation or Codes may require more than the requirements in this guide. In developing Safe Work Method Statements for the safe erection of scaffolding, the relevant supervisors and scaffolders should be consulted and industry guidelines reviewed. A scaffold certification (eg Scaff tag) tag system should be used on all scaffolds and must be used over 3m high.This system will provide a fit for use confirmation by a competent person on a weekly basis as a minimum or as the situation changes. NOTE: Scaffolding Systems should be kept separate. Mixing of different scaffold systems needs to be signed off by a qualified person.

2. At Design The BLL EH&S system aims to eliminate hazards or if this is not possible, to minimise the risk. Therefore the first step should be to ensure the scaffolding design is reviewed in the “Risk and Opportunity at Design” for opportunities to eliminate the potential hazards. Where the risks cannot be eliminated the team should consider re-assessing it in the project risk assessment. Qualified persons (ie Structural Engineer) with knowledge/experience in scaffolding must design and certify special class scaffolding eg: cantilevered and counterbalanced scaffolding, scaffolding lifted into position, drop scaffolding, scaffolding sheeted with mesh or signage, any special load conditions, etc. NOTE: Once designed, a competent qualified scaffolder is able to certify that the installation is in accordance with the design and safe for use. 3. Erecting and Dismantling A Scaffolding Certificate of Competency from the relevant Authority is required, if the working platform for scaffolding is where persons could fall a distance greater than 3.0 metres, or near a stairway or on a ramp with




Phys

ical G

MR 1

– Fall

Pre

vent

ion

a slope greater than 1 in 16 irrespective of platform height. Where a person is erecting a scaffold under 3.0m, the person/s performing the work must be instructed, trained (evidence to be provided) and adequate supervision maintained to build it to the manufacturer’s instructions/Australian Standards for the appropriate load (i.e.: light, medium, heavy or special duty). The Scaffolding Company or the Company requiring the scaffolding must submit to BLL the type of scaffolding to be built (i.e.: light, medium, heavy or special duty), the platform loading and a risk assessment identifying all the risks associated with the scaffolding installation, future alterations and dismantling. The SWMS for erection / dismantling should include as a minimum;

Steps for erecting and dismantling the scaffolding that ensures persons are not at risk from falling; Location of access bays (as agreed with BLL Site Team); Type and location of ties to the structure (where applicable); Personal and other safety equipment to be used by scaffolders; Ways of passing, lifting or lowering equipment.

4. Fall prevention The scaffolders must carry out their work in such a manner that will not expose them to a fall greater than 2.0m.

a. A fully decked platform must be installed every 2.0m and not be rotated (except by exception by design);

b. Any load bearing or major perimeter scaffold must have a design drawing certified by a qualified engineer;

c. Access bay and ladders will be used at all times while moving from deck to deck and ladders should be tied off properly. The climbing up and down of standards, as an access will not be permitted;

d. All lap boards or bridging planks to be tied down. All braces and ties to be installed as per AS1576 or manufacturers instruction, and must be fitted as scaffolding is being build. Work Platform to have full deck of boards, handrail, midrails, kickboard as a minimum;

e. “Scaffolding Incomplete Signs” are to be used at all times while altering, building, dismantling scaffolding. Scaffolding Complete Sign Offs’ to be signed by Scaffolding Company Supervisor / competent person and BLL Foreman. Daily/weekly Checks of Scaffolding, by Certified Scaffolder, may be required. Scaffolding should only be used and installed as per Manufacturers Specifications. Scaffolder competency certificates or trainee log books are to be sighted by BLL before scaffolder start on site. (NOTE: Ratio of ticketed scaffolders to log book / trainee workers should be a minimum 3 ticketed: 1 logbook – maximum). Note trainee should not be on a log book for more than 12 months.

f. All fixed scaffolds where personnel are below are to have mesh and shade cloth installed vertically; g. Mobiles scaffolds – All mobiles over 2m to working deck will have:

- lockable wheels, internal ladder access, kickboards, handrails at 1m off the working deck and a midrails (note split level decks are not excepted).

- Are to be inspected and tagged at least weekly by a competent person to ensure that all braces etc are installed and are to be clearly labelled by the owner / user.

5. Other scaffolding requirements To reduce the risk of injury the following requirements should be undertaken unless preceded by state / territory legislation:

Barricade the area and place signs, before erecting, alterations, repairs, additions and removing




Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

scaffolding, to ensure access is only for authorised scaffolders; Make the barricaded area large enough (agree on the size with BLL Site Manager) to store necessary

equipment; Position barricades and signs to prevent access by persons other than scaffolders; When working with scaffolding equipment, the scaffolder must mark any defective equipment with paint

or tags and have the defective material removed from site immediately; The scaffolders must fully complete one lift before the next lift begins, unless agreed otherwise with

BLL Site Team. Position face, sectional bracing and (if applicable) ties (as shown on the drawings provided by the competent person) progressively while putting up the scaffolding. To dismantle do the above in reverse;

Place excess equipment in pallets and stack where agreed with BLL Site Team. Remove excess equipment promptly from site;

Do not overload scaffolding by stacking equipment/material on it and do not store scaffolding components on finished scaffolding;

The Scaffolder’s Site Supervisor or a person he/she nominates (holding a Scaffolding Certificate of Competency from local authority ie WorkCover) is to inspect the scaffolding after any structural alteration and at least once a month. The person inspecting must check that the scaffolding still complies with all the requirements set out under the Australian Standard or manufacturers specifications;

After the inspection the person inspecting must complete and sign an inspection certificate or manufacturers tags. This is to certify that the scaffolding is in good condition and safe to work on;

When scaffolding is erected for demolition purposes (the preferred containment requirement) shall be Chain Wire Mesh (50 x 50 2.5mm) and Shade Cloth secured to the outside of the scaffolding. The chain wire mesh shall be secured top and bottom and in both directions @ 1.0m centres (max) to capable structural elements of the scaffold i.e. standards / ledgers / rails (where possible secure with plastic cable ties). Shade cloth shall be on the inside of the chain wire mesh, and lap joints are to be at least 150mm vertically and horizontally. Debris shall not be permitted to build up and housekeeping of the decks MUST ensure that SWL restrictions are complied with. (Further requirements are found in Sec 1.5.1.7 of AS 2601 Demolition of Structures).

Chain Wire Mesh (50x50 2.5mm) shall be used to contain building materials and debris within scaffold structures where a risk assessment identifies such controls are required (ie formwork, façade, etc). The mesh shall be secured on the inside of the scaffolding, top and bottom and in both directions at 1.0m centres (max) to capable structural elements of the scaffold i.e. standards / ledgers / rails (where possible secure with plastic cable ties). Shade cloth shall be on the inside of the chain wire mesh, and lap joints are to be at least 150mm vertically and horizontally. Debris shall not be permitted to build up and housekeeping of the decks MUST ensure that SWL restrictions are complied with. (Further guidance can be found in Sec 8.10 of AS 4576 Guide to Scaffolding)

Scaffolds will be inspected weekly by the safety committee / weekly GMR walk and scaff tags to be signed off a minimum monthly.

Consideration needs to be given to safe working loads. All scaffolds higher than 1.5 m will have 900mm to 1.1m high handrail internal access ladder and

lockable castor wheels. All scaffolds 2m and over handrail 900mm to 1.1m height, midrails, toeboards and internal access and

lockable castor wheels. NOTE: Bricklayers working on “A” frames and planks without handrails is not allowed. A handrail (including midrail and mesh panel) and acceptable ladder or stair access is to be provided. Also A frames only to be used to single height.

6. Access Stair access that is suitable and safe should be provided where persons manually handle tools and

materials to work areas. (NOTE: Risk assessment should address requirement for chain mesh.)




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Secured ladders provided to temporary work areas protruding 1m above platform; as per GMR 1.6. Clearly defined and clean access ways, use of barricading and signage to restrict access to unsafe

areas or where overhead hazards exist. 7. Responsibilities Scaffolding Company Supervisors or Subcontractor Supervisor must ensure:

Each employee holds a Scaffolding Certificate of Competency from the local authority; That a trainee scaffolder works under the strict supervision of a person holding a Scaffolding Certificate

of Competency from the local Authority and complete the required logbook Minimum ratio is 3 ticketed to 1 logbook operator;

Train and instruct each member of the team (before starting) on the SWMS/JSA for erecting, dismantling,, and altering (where applicable) scaffolding;

Confirm in writing to BLL Site Management that all team members understand the SWMS/JSA; All team members will follow the SWMS/JSA and any team members not following the SWMS/JSA will

be reprimanded; and The scaffolding is checked regularly as agreed in the safe work procedure, at least once per month

and every time the scaffolding is adjusted or repaired.

Associated Documents Resources / suppliers Australian Standard (and Attachments), www.standards.com.au

Mobile equipment tag

(other relevant standards AS 4576 Guide for Scaffolders, AS 1576 Scaffolding, AS 1576.1 Scaffolding - General Requirements, AS 1576.2 Scaffolding - Couplers and Accessories, AS 1576.3 Scaffolding - Prefabricated and Tube-and-Coupler Scaffolding and AS 1576.4 Scaffolding - Suspended Scaffolding)

NSW Workcover policy paper on scaffolds

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 1.5 Penetrations, risers and shafts Page 1 of 11 1 July 2008 30 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR Subsection: 5 Penetrations, Risers and Shafts

Standard:

Effective measures must be put in place to prevent falls of persons or materials down penetrations, risers and shafts.

All lift/elevator shafts shall be constructed in such a way so as to protect both those carrying out the construction and those below carrying out the lift installation. Safe working platforms should be provided for all those working in lift shafts.

Openings to lift shafts must be fully protected with a secure, full height system which prevents unauthorised entry and prevents the risk of falls of people or materials. Lift shaft opening protection must not be removed unless a safe working platform is provided or the lift doors are in place.

Penetrations and risers should be limited in size and number as far as practicable and have mesh cast in during construction or be fitted with other robust protection such as metal guard rails or covers, which prevent falls through them.

All floor openings must be protected with robust, securely fixed (screwed or bolted not nailed) and clearly marked (e.g. ‘Hole below - do not remove’) covers to prevent the fall of materials or persons through them. Covers should be constructed so that they do not present a tripping hazard.

Protective measures may only be removed when work is actually taking place in or around the opening and effective safety measures employed to prevent falls of those working on them. Protective measures must be replaced as soon as practical and be regularly inspected (at least weekly).

Means and Methods:

Heavy duty metal cover installed at riser shaft NOTE: Needs to have handrail installed where deck is not

trafficable.

Steel cage handrail installed to provide fall protection at column opening in formwork ( Column cage being lowered into place)


Issue date Last amendment date Revision No GMR 1.5 Penetrations, risers and shafts Page 2 of 11 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Purpose made pile handrail / barricade

Mesh placed over penetration

Peno Cover

Penetration templates for signwriting

Lift guard rails with handrails inside

Stressing pans covered when in accessible areas




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Stressing pans in walkways must be covered

Temporary cantilever platform for working in risers

Review shafts and risers for risk of materials falling

Penetration guard for installation of column steel

Purpose made handrails to allow removal of penetration covers

for installation of column cages.

Penetrations clearly marked and fully painted ply



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n


GMR 1.5 Penetrations, Risers and Shafts Check

1 ROADS process has eliminated the need for penetrations and reduced size of shafts where possible.

2 Penetration covers are metal or HDPE as best practice and YELLOW, ORANGE or RED and suitably sign written. (NOTE: fully painted plywood with stencil as well is permissible).

3 Permit to drill / cut is used for any core hole over 50mm diameter. 4 Shafts and risers have covers designed / constructed in to reduce fall risks.

5 All penetrations covered, including stressing pockets in walkways and core holes.

Design

Design and ROADs process is to have a dedicated section to mitigating and minimise penetration, both in size and number.

The preconstruction planning (Project Delivery Plan) will detail the penetrations to be utilised in the construction methodology and confirm how each penetration will be protected.

Risers, shafts and penetrations built into slabs are to have mesh and purpose made trafficable grills at each floor level as a minimum.

Generally Consideration should always be given in the first instance to employing methodologies and equipment

which removes the requirement for a penetration altogether i.e. pouring columns up in structure. However, care should be given to ensure that we do not introduce additional risks i.e. working from height.

Horizontal Penetration covers will be of either steel or plastic (as best practice) and will be YELLOW, ORANGE or RED in colour. Signage or engraving must be present on peno cover stating “Danger Penetration Below”. Penetration covers will be BOLTED – or security screws – Nail fixing is not permitted. NOTE: if plywood is used, it is to be fully painted (New paint each installation if required to ensure they remain highly visible) in a high visibility paint with stencil marking as well).

Vertical penetration covers to have stencilling “Danger Penetration Beyond”. Obtain an engineers certificate when using plant and equipment over penetration. Preference should always be given to construction methodologies that reduce the need for penetrations ie;

pour columns up. A permit to drill / cut penetration will be used for any penetration larger than 50mm diameter and for all wet

coring and saw cutting works or where substrate may contain – electricity, gas, water or stressing tendons. All SWMS for drilling into new or existing slabs to take into consideration all known & unknown services.




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Risk Analysis Table Penetrations 50 x 50

X 5mm mesh

Reo Plastic or steel aluminium

Handrail, mid rail, Kick boards or equivalent

Penetrations in Horizontal Element

To 150mm formed To 150mm cut/cored

Implement best protection on a risk assessment basis

200x 200 to 600x600mm formed or cut 600x 600 to 1000x1000mm formed or cut Double

sheet

1000mm and above formed or cut Penetrations in Vertical shafts and walls (other than windows and doors) with no approved edge protection To 400mm 400 to 2150mm 2150mm and above

Other Penetrations Column penetration (deck formwork) Pier hole (in ground) to 250mm to 1m Pinned down Pier hole (in ground) above 250mm to 1m

Pinned down (top rail only)

NOTE: Use (floor to ceiling) mesh with kickboards if you need to work near the edge of the penetration and there is a potential for falling.

1. Removal of Penetration Protection • Always remove the Penetration Protection just before the installation of the fitting (eg: service

pipes, service ducts, door frames, etc.). • Whenever possible leave the mesh in position. • Ensure persons are not working below (take special care when penetration is part of a shaft).

1.1 Barricade the area on the floor below: • at least 1.0m back from the edge of the penetration above, and

• place sign(s) e.g

.

WARNINGPERSONS WORKING

ABOVE

1.2. Barricade the area on the same floor: • at least 1.0m from the edge of the penetration or enough space to perform the work; and

• place sign(s) e.g WARNINGACCESS ONLY TO

AUTHORISED PERSONNEL

1.3. If there is the need to cut the mesh by 250mm square or more, provide: (in order of preference) • protection/barrier to prevent a person falling 2m or more; or



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

• a catch deck; or • a fall-arrest system meeting the requirements of BLL harness permit. 1.4. Only remove enough timbering and mesh required to do the work. 1.5. Replace any timbering removed for inspection. 1.6 Seal around fitting(s) (eg: service pipes, service ducts, doorframes, etc.) going through or placed in the

penetration. 2.0 Use floor to ceiling mesh with kick boards (as shown below) if you need to work near the edge of the penetration and there is a potential for falling.

"X"

UNPROTECTED PENETRATIONS

NO WORKNO WORK within"X" area Floor to ceiling mesh

with kick boards

OK TO WORK




Phys

ical G

MR 1

– Fall

Pre

vent

ion

where required

TYPES OF PENETRATION PROTECTION

. . . . . . . . . . . . . .

Floor Slab Floor Slab

"DANGER

PENETRATION BELOW"

Max 200mm

12mm Dynabolt or screw fix

18mm HDPE or painted ply or Metal Plate

100100

(a). Formed or Cut Penetrations

(min)

Example of Sign

(min)


"DANGER

PENETRATION BELOW"

SWL where required

12mm Dynabolts 1 lot secures the mesh, the other secures the

timbering

100100

(b). Formed Penetrations

(min)

Example of Sign

(min)


12mm Dynabolt

100 100 (min)

Example of Sign

(min)

100

(min)

100

(min)

18mm HDPE or painted ply or Metal Plate

. . . . . . .

50x50x5 mesh cast-in centrally 150mm min. in concrete

Double 18mm HDPE or painted ply or Metal Plate

100(min)

100(min)

600mm to 1000mm

200 mm to 600mm

50 x 50 x 5 mesh - 150mm min. larger all around than the penetration. Secure separately

12mm Dynabolt or screw

12mm Dynabolts or screws

1. Penetrations in Horizontal Elements

"DANGER PENETRATION

BELOW SWL where required

(c). Cut Penetrations

Cast-in 6.5mm villaboard for waterproofing (optional)

Do not store/ move material or equ ipment over these penetration protections without the design and certificate from an engineer

Barricade around penetrations over 1 metre

Barricade around penetrations over 1 metre



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

2. Openings against walls - Cantilevered

A Structural Engineer must design the size and spacing of timbers steel and bolts (they vary with opening size).

Note: Max Load …Kgs to be determined onsite based on spans and manufactures recommendations.

18mm HDPE or Painted Ply or Metal Plate

50 x 50 x 5 Mesh - fix separately for cut penetrations

Mesh - cast-in centrally and 150mm into the concrete for formed penetrations –Note cast in 3 sides

Slab

Kickboard

Secure prop/ s top and bottom

. . . . . . . . . . . . . .

DANGER PENETRATION

BELOW

Example of Warning sign

18mm HDPE or Painted Plywood or metal Plate

50 x 50 x5 mesh - secure separately for cut penetrations only

. . . . . . . . . . . . . . .

.

Example Warning Sign

Wall

Wall

Slab

100mm

min

(a). If access is not possible from the underside use this method

(b). If access is possible from the underside use this method

Secure cover timber to slab

12mm dynabolt to secure mesh

or

50 x 50 x 5 Mesh - fix separately for cut penetrations

Mesh - cast-in centrally and 150mm into the concrete for formed penetrations –Note cast in 3 sides

or

Timber bolted to wall securing the mesh

SWL where required

DANGER PENETRATION

BELOW SWL where required

. . . . . . . . . . .

. . . . . . . . . . .




Phys

ical G

MR 1

– Fall

Pre

vent

ion

NOTE: Where mesh only is used on lift entry / stair well penetrations, then minimum 1200mm high ply is to be fixed horizontally across opening to act as kickboard and extra strength & support.

12mm Dynabolt

18mm HDPE or painted plywood

50 x 50mm Mesh - 150mm larger all around and secured separately or plywood min (18<mm)

100 min

12mm Dynabolt

Slab

Wall

Wall

DANGER PENETRATION

BEHIND

Example sign

(a). Cut Penetrations



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

A Structural Engineer must design the size and spacing of timbers steel and bolts (they vary with opening size). Note: SWL to be determined onsite based on spans and manufactures recommendations.

4. Opening in formwork for columns Note: Preference should be give to pouring up

Steel Peg (each corner)

400(min)

Note: need a handrail in place to install mesh

18mm HDPE or Painted Plywood or Metal p late

Pier hole

DANGER PENETRATION

BELOW Example Warning sign

Note: cover should be replaced with mesh during installation of column bars or temporary handrail system

5. Pier holes up to 250 mm in diameter

. . . . . . . . . . . . . .

250mm dia. max.

SWL where required

Ground Ground

50 x 50 x 5 mesh




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Pier Hole Agreed Min. distance for Soil Type (Consult with Geotech Eng.)

Fence mesh panels

Pier Hole

Above 250mm

6. Pier holes above 250mm in diameter and 1000mm in depth

Secure fence/mesh panels to star pickets at each corner

Pier hole dia. 250mm +

Ground Ground

Do not remove mesh panels until pier hole is filled with

concrete


Permit to drill / cut Harness Permit

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 1.6 Ladders Page 1 of 4 1 July 2008 30 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR Subsection: 6 Ladders

Standard:

The use of all types of ladders should be minimised as far as reasonably practicable by effective work planning and employing safer means of working at height, e.g. by using equipment such as scissor lifts, scaffold towers and podium steps.

All ladders should be:

Structurally sound, safely installed and used only as a means of access (unless three points of contact can be maintained during works).

Secured top and bottom or footed to prevent movement and extend at least 36 inches (1m) above landing or work platform.

Step ladders should not be used unless approved under risk assessment by the general foreman / site manager.

Means and Methods:

Scissor lifts used to pour columns up

Small ladder platform allows the worker to stand on a platform incorporated into the ladder. Ladder platforms come

in various sizes.

Chariot ladder with outriggers

Specialist access equipment is available


Issue date Last amendment date Revision No GMR 1.6 Ladders Page 2 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 1

– Fall

Pre

vent

ion

Miniature MEWP’s for tight spaces

NOTE: Housekeeping should be addressed

Purpose made scaffolds for vehicle unloading

Access through ceiling from chariot

Chariots with outrigger

Adjustable height platforms

Consider alternate access to ladders


Issue date Last amendment date Revision No GMR 1.6 Ladders Page 3 of 4 1 July 2008 30 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion

How to Comply with the Standard and Regional Rules:

GMR 1.6 Ladders Check

1 Ladders are used for access only and not as working platforms. 2 Ladder permit is attached to step ladder where used for specialist / short term

installations.

3 Chariot / platform ladders, mobile scaffolds and MEWPS used to access works at height. 4 Chariot ladders over 2.4 to be assessed for stability and need for outriggers by risk

assessment.

1. Design and ROADS process should consider how access will be achieved for all elements of construction and where possible the design changed to minimise the use of ladders and work at heights generally.

2. Ladders will be used for access only unless approved by a ladder permit. 3. Method of access will be chariot ladders, mobiles and rigid scaffolds, boom lifts, MEWP’s and the like. 4. Single plank platform trestles are not permitted, minimum working deck is to be 450mm wide. It should be

noted that regardless of the height off the ground, handrails should be installed under a risk assessment approach.

5. Working from step ladders as a last resort. Step ladders may be used as a last resort where other safer means are not practical. When the use of step ladders is authorised by the Bovis Lend Lease site management permit you must ensure:

– The stepladder has a valid ladder permit (mobile equipment tag) attached to it. Ladder permit (mobile equipment tag) is authorisation by the CM or GF that a step ladder can be used. This will be from very short duration works and where podium, chariot or work platform can not be used.

NOTE: Permit is NOT REQUIRED FOR CHARIOT OR PODIUM TYPE LADDER – The stepladders are individually identified with the company’s name. – The stepladders are clearly marked as conforming with Australian Standards manufacturers

specifications. – They are not subject to any side loading during use. – They are on a firm and level surface and spread to their fullest extent for maximum stability. – Boards are not slung between treads on steps to provide working platforms. (Treads are not

designed for this loading and a one board wide working platform is not safe). – Do not over reach whilst working from stepladders. – They are not used adjacent to floor edges, voids in floors, service risers or lift shafts etc minimum

distance of 2.7 meters from any edge is required. – They are not used on scaffolds to gain extra height. – Only one person works from the stepladder at a time. – Work no further than two thirds up stepladders (handholds required). Persons mid thigh should

not pass the top tread. – Aluminium stepladders are not to be used in live switch rooms, or in any location where live

electrical facilities are present.

6. Ladders should never be used on balconies or slab edges where fall prevention is not provided.


Issue date Last amendment date Revision No GMR 1.6 Ladders Page 4 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 1

– Fall

Pre

vent

ion

7. Where ladders are used for access the following must apply: – A landing platform provided at least 1.2m x 0.7m – Be 90° to the landing platform – Have a swivel or sliding gate- See diagram below – Be secured top and bottom – Must proceed 1m higher than platform

Some Examples of Alternative Methods to using step ladders

Related Information: Suppliers / Resources

Mobile Equipment Tag


Issue date Last amendment date Revision No GMR 1.7 General Precautions Page 1 of 9 1 July 2008 1 July 2009 2


Phys

ical G

MR 1

– Fall

Pre

vent

ion


GMR Subsection: 7 General Precautions / Work on roofs

Standard:

All construction materials that might be blown or swept off of roofs, exposed floors or scaffolds must be effectively secured when work has ceased and/or high winds are predicted.

Protected walkways should be constructed over any access ways where there is a risk of materials falling into them.

Where there is a risk of injury from persons, plant and/or materials falling into excavations, pits and holes or from the collapse of the excavation sides, barriers or edge protection should be provided or the edges sloped to gradients, which prevent falls, and/or a suitably designed trench support system should be introduced. Where water is present, additional measures should be taken to prevent drowning.

All loading platforms must be assessed before installation and be fitted with guard rails to all sides where people or materials may fall (see Global Safety Alert on Loading Platforms).

All mechanical access systems used for work at heights should be adequately assessed for use, have not been adapted without manufacturers’ approval and be used by suitably competent and trained personnel under managed guidelines. Guarding should be robust and fit for purpose. Restraining harnesses must be worn and secured by persons working in MEWPS with articulated booms. Regular inspections are needed to ensure continued suitability for safe use.

Rubbish chutes and skips/dumpsters used for rubbish disposal (from upper floors) must be located and/or fenced off so as to prevent danger to the public and workers.

All persons working on suspended access equipment (bosun’s chairs/cradles/gondolas/swing stages) must carry out a risk assessment tio ensure additional levels of protection including where possible use of appropriate fall prevention equipment to effectively protect them at all times from any failure of any part of the equipment and its suspension system (i.e. independent of suspension line or the access equipment).

Access to general work floors should be provided by the full permanent solution where ever possible. Where this is not possible, temporary staircases of adequate width and complete with handrails should be provided. The permanent solution should be no more than two floors behind the progress of the construction. Any temporary structure should be structurally sound and designed for the specific purpose it is put to.


Issue date Last amendment date Revision No GMR 1.7 General Precautions Page 2 of 9 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Means and Methods:

Loading platforms with high sides

Gates to be locked and SWMS to operate gates

Battery and stepping to prevent falls

Fall prevention techniques and engineering solutions

Excavation area barricaded

Note Parawebbing should be used as a minimum – not tape




Phys

ical G

MR 1

– Fall

Pre

vent

ion

Craneable stair access

Pedestrian vehicle segregation

Stair access to excavation

Counterweights on suspended scaffold locked and tamper

proof

Adequate overhead protection and unloading facilities

Secured materials



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n


GMR 1.7 General Precautions Check 1 All walkways with risk from overhead works are covered, and well segregated from

vehicles / traffic.

2 Excavations and pits have adequate access and barricades.

3 All loading platforms and edge protection have guards and an approved SWMS.

4 Materials are secure and are prevented from wind / falling over. 5 Persons using suspended equipment have independent fall arrest systems in place.

6 Working from a crane box will be a last resort and will require Operations manager and or EHS Managers approval.

7 Swing stages have daily checks including roof rig and have tamper proof attachments

1. Loading Platforms – Loading platforms will be proprietary type and certified by a structural engineer including sign off

on location. – Ensure that suitable SWMS is in place for removing / installing platforms and when opening gates. – Loading platforms are installed by a person who is the holder of the appropriate certificate of

competency. – All operators are trained in fall prevention awareness and are to wear the appropriate PPE for the

task. – Loading platform will be locked at all times.

2. Overhead Protection Particular care taken to ensure overhead protection or exclusion zones are installed in any location where works are occurring above or there is risk of materials or persons falling. This includes scaffolds over loading dock entries.

3. Securing Materials All external areas of sites and scaffolds are to be inspected daily for loose materials that can be blown or swept off roofs and scaffold. All timber and sheet material on any scaffold to be nailed down or restrained.

4. Access equipment In line with manufacturers requirements, harnesses must be worn and secured at all times when working in MEWPs. Log books shall be checked regularly and at least weekly for currency of maintenance and safety checks. Access equipment should have a MET (mobile equipment tag) to validate that it is approved to be used on site.

5. Swinging Stages: Persons working in bosun’s chairs, swinging stages and the like are to have alternate means of fall arrest in redundancy to the equipment (swinging stage etc) where this is appropriate and where it does not introduce unnecessary risks (i.e. not for long drops where lines may become entangled).

The use of Swinging stages must include: – Roof rig / cantilever design must be carried out and certified by a qualified Engineer. – Initial installation of the stage, must be signed off by a qualified Engineer. – Hold down bolts or counterweights MUST be locked in place with tamper proof means.




Phys

ical G

MR 1

– Fall

Pre

vent

ion

– Signage must be included on the rig noting not to touch and also a contact for who to call (on site) regarding the rig.

– Restriction where possible to the roof rig by authorised personnel only. NOTE: abseiling (twin rope access system) and rope access is a last resort and where possible, this should be designed out through the use of BMU’s, walkways or the like. NOTE: consideration should be given to enclosing the MEWP basket with wire and mesh (wind load needs to be considered) to : Ensure that material or equipment can not fall out and; Ensure that personnel can not stand on midrail or toeboard for extra height. 6. Drugs and Alcohol: Persons working on site are not to be under the influence of drugs or alcohol at any

time during work hours.

7. Work on Roofs 7.1 Access:

Only approved and certified scaffold stair access are to be installed as the means of access/egress for roofs on BLL projects where there is no permanent stairs. Scaffold stair access must include external protective wire mesh secured at ground level and a lockable access door. The door is to have appropriate Authorised Persons Only Passed This Point signage or similar and the relevant area foreman’s phone contact details clearly displayed. The location and duration of stair access we be determined by BLL site management. NB. Where single stair is provided, then provision for emergency retrieval of injured workers is to be included in the Safe Work Method Statement provided by the subcontractor that is working on the roof.

7.2 Guardrails:

It is the responsibility of the roofing sub contractor to have approved guardrails fitted by appropriately trained personnel on all roofs where metal roofing is to be installed. The installation of the guardrails should include the following:

– Toe boards or mesh infill to prevent tools, material and debris falling from the roof, unless a ‘No Go Zone’ is established below the area where roofing works are being carried out and the slope of the roof is less than 15 degrees.

– An additional mid-rail to ensure the nominal clear distance between rails does not exceed 450mm, and

– A third rail or in-fill panel where the distance through which a person may fall between the work surface and the mid-rall exceeds 250mm.

The temporary guardrail is to remain in place to the perimeter of the roof until a roof access system that compiles with AS/NZS 1891 has been installed and certified. A Harness Permit must be sought and obtained from BLL Site Management prior to using any roof access system. All cappings, flashings, gutters to be installed (where possible) prior to removing the guardrail. NOTE: competent roofer to sign off that roof mesh has been installed and completed prior to workers accessing the area.



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

7.3 Safety Mesh:

Safety mesh that meets the requirements of AS/NZS 4389:1996 must be installed. The runs of mesh should be side lapped by at least 150mm (one opening width) and stapled or tied on alternate squares as shown below. If the purlin spacing exceeds 1.5 (NSW) or 1.7m then, the runs of mesh should be side lapped by at least 300mm and have intermediate fixing with 2mm staples. Intermediate stapling of the mesh should be carried out from underneath.

Roof Purlin

Roof Purlin

2 mm staples(exaggerated in size)

Double side lap (300mm)

NB: NOT TO SCALE

Longitudinal wires

Transverse wires

NB: ACCESS STAIR(s), GUARDRAILS & SAFETY MESH MUST BE INSTALLED BY COMPETENT PERSONS AND BE IN PLACE PRIOR TO ANY PERSONS BEING PERMITTED TO ACCESS THE ROOF AREAS.

7.4 Edge protection & roof layout:

Example guardrail protection (kickboard not shown for clarity)

Example plan of roof

Position first load as close as possible to access tower and portal frame




Phys

ical G

MR 1

– Fall

Pre

vent

ion

8.0 Masonry Walls The Project ROAD and design documentation need to consider the structural stability of masonry walls while being constructed. Design documentation will need to include the minimum following requirements

• Where bracing is required it is to be part of the design requirements from the structural engineer, clearly documented drawings are to be provided and the bracing is to be secured to both the wall and floor elements.

• Maximum unsupported wall heights are to be clearly documented. • Sequence of construction and any structural characteristic (control joint, adjoining wall, etc) that may

affect the structural integrity of the masonry wall is to be clearly documented.

During construction of masonry walls the following requirements (but not limited to) will need to be implemented:

• Ensure the SWMS has been developed in consultation with the block/brick layers and has considered design requirements, hold points and exclusion zones.

• Exclusion zones for people and plant (ie 1 in 1 plus 1.5m) are be identified and maintained while masonry walls are being constructed prior to the wall meeting its full structural strength.

• Masonry Walls are not to be erected in adverse weather conditions (refer to the table below) • The implementation of documented hold points to ensure stiffeners and pouring requirements are

communicated and undertaken. • Ensuring the subcontractor and BLL supervisor undertake ongoing documented inspections of the

identified controls.

General rule of thumb guide

Type Velocity Indicators Recommendations Low winds 0–19

km/h (0–11 knots)

Small branches and dust not moving

Safe to build masonry wall

Moderate winds 20–29 km/h

(12–16 knots)

Raises dust and loose paper; small branches are moving

Brace walls, then masonry work may continue if wind is not likely to increase

Fresh winds 30–39 km/h

(17–21 knots)

Small trees begin to sway; crested wavelets form on inland

Stop all masonry work and securely brace walls

waters Strong winds 40–50

km/h (22–27 knots)

Large branches in motion; whistling heard in telephone wires; umbrellas used with difficulty

Stop all masonry work and establish a no-go zone around masonry walls



Ph

ysica

l GMR

1 – F

all P

reve

ntio

n

Examples of bracing, all bracing to be specified by the structural Engineer Core Filler and stiffeners: “C” Blocks or clean out blocks will be used for core filled walls to ensure that core fillings is carried out satisfactorily. Core filling shall be carried out progressively as specified by the structural engineer (generally never more that 1.5m in height at a time.)


NATIONAL: AS/NZS 4389: 1996 Safety Mesh AS 1657: 1992 Fixed platforms, walkways, stairways & ladders AS/NZS 1576.1:1995 Scaffolding General Requirements AS/NZS 4576: 1995 Guidelines for Scaffolding




Phys

ical G

MR 1

– Fall

Pre

vent

ion

National Code of Practice for the Prevention of Falls in General Construction 2008 Q

NSW; OHS Regulation 2001 Code of Practice Safe Work on Roofs Part 1-Commercial and Industrial Buildings Safe Working at Heights Guide 2006

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 2.1 Site Access Control Page 1 of 6 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Physical GMR #: 2 Compliance Area: Logistics GMR Subsection: 1 Site Access Control

Standard: All locations shall effectively control access to the site/premises to prevent unauthorised persons entering and to record all persons (workers and visitors) entering and leaving the location for accounting purposes in emergency situations.

Means and Methods:

Consideration shall be given to number of turnstiles required

given no workers onsite

Site electronic security facilities for inductions and card

printing

Photo identification for all sites

Site perimeter fully secured, locked at all times or manned


Issue date Last amendment date Revision No GMR 2.1 Site Access Control Page 2 of 6 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Gate house / security located at access Site perimeter secured and manned when gates are open

Site access control

Turnstiles

Secure Perimeter

Internal turnstyle access




Ph

ysica

l GMR

2 - L

ogist

ics

Photo ID with Electronic security

Wireless reador for remote location

Gate man control on vehicle gates

Turnstile reader

Clear site entry rules

Secure delivery gates



Ph

ysica

l GMR

2 - L

ogist

ics

Emergency evac station

Clear entry rules displayed

Tag in tag out access control for smaller sites

Tag in / out board for smaller sites


GMR 2.1 Site Access Control Check 1 Site premises are secured at all perimeter locations unless approved via risk assessment

and approved in the PDP / by Operations Manager.

2 Access gates to site are either locked or manned at all times so as to prevent unauthorised access.

3 A system exists that allows BLL to identify all personnel on site at any given time. 4 Site entry statement / room in place with Site rules, Top 5 risks and sets the scene for

the project at entry to site.

5 Site induction is face to face and carried out by a senior team member where possible.

6 Delivery drivers accessing site are given a high level induction as a minimum.

1.0 General All sites will have a fully secured perimeter, photo security access and unless approved by the operations manager utilise the Bovis Lend Lease electronic security and safety system (national supplier). The complete site setup solution will;

1.1 Limit the number of access points throughout the site.




Ph

ysica

l GMR

2 - L

ogist

ics

1.2 All access to sites, either vehicle or pedestrian will be manned or secured / locked. 1.3 Visitor entry via site office only (note site office will be accessible without PPE). 1.4 Installation of an electronic security system (Eg: Blue Glue) or as a minimum a site access authorisation card on Multi Site Projects (which includes photo ID). If electronic system is not used then considerations such as “hook board” etc shall be utilised. 1.5 Entry gates to be manned at all times allowing only authorised access (or locked). 1.6 Site Register system to be implemented for entry and exit provisions to track who is on site and where. 1.7 Pedestrian access directory signage to be installed to give clear direction to amenities site office, first aid and site. 1.8 All perimeter gates to be installed with self closing locking mechanisms where possible. 1.9 All perimeter fencing/Hoardings to be a minimum 1800mm high. 1.10 Perimeter boundary inspection reports to be carried out on a daily basis (and documented). 1.11 Implementation of Visitor access card system (this will include delivery drivers). 1.12 Approval of site access and security provisions to be approved by Ops Mgr and Safety Mgr as part of the project delivery plan. 1.13 Security system will allow an emergency roll call / log to identify personnel. 1.14 Secondary emergency egress point to be incorporated into the site emergency procedures. 1.15 Delivery drivers accessing site should utilise a Vehicle Entry Tag (based on the practicality of being able to use it). On bulk excavation projects a system to ensure trucks are authorised is to be employed. 1.16 Site visitor register should note the visitors contact phone, time on, off and sponsor (needs to be able to confirm that the visitor has left). This register should be reviewed prior to closing site each day.

2.0 Site Entry Statement The entry to the site provides customers, clients, subcontractors consultants and visitors, their first impression of the site and indeed an impression of BLL. As such their entry should set the standard and expectations for safety cleanliness and presentation which may include;

2.1 Top 5 risks for the project at the current time. 2.2 PPE requirements. 2.3 Safety and site contacts. 2.4 Awareness material re: sunscreen etc. 2.5 Safe work method statements for the project.

3.0 Site Inductions

3.1 Prior to entry to site (unless escorted by a BLL team member) all personnel will receive a site induction which will as a minimum:

– Introduce site and project team – Identify welfare, amenities and emergency actions. – Identify site rules and overview Means and Methods.

Site induction is to be face to face and should be carried out by a BLL senior team member.



Ph

ysica

l GMR

2 - L

ogist

ics

3.2 Escorted visitors and delivery drivers etc who will access the site but not perform work will receive a quick high level induction noting;

– PPE requirements – Emergency egress – Site routes

3.2 Related Info Suppliers Visitor register www.blueglue.com.au Vehicle Entry Permit / Tag


Issue date Last amendment date Revision No GMR 2.2 Fencing Page 1 of 3 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Physical GMR #: 2 Compliance Area: Logistics GMR Subsection: 2 Fencing

Standard:

All construction works in the vicinity of members of the public must be fenced off to prevent unauthorised access. All works lasting more than a few hours should erect suitable fencing or hoardings to prevent unauthorised access. Access points and site rules should be clearly signed. Hoardings and signage should follow the Corporate Brand Style Guide and where possible be constructed from sustainable materials ie; recycled or sustainably harvested.

Means and Methods:

Pedestrian and vehicle segregation

Consideration to higher external ply hoarding.

Pedestrian and vehicle segregation at all times.

Consideration to dust control and sealed haul roads for

longer duration temporary roads.


Issue date Last amendment date Revision No GMR 2.2 Fencing Page 2 of 3 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Incorporate security devices

Incorporate pedestrians vehicular segregation

Note Waterfilled barriers need to be waterfilled and maintained

Full height edge protection is best practice

Transportable segregation

Full height edge protection is best practice


Issue date Last amendment date Revision No GMR 2.2 Fencing Page 3 of 3 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics


GMR 2.2 Fencing Check

1 Perimeter fence is well secured and is preferably 2.4 m high or higher. 2 Perimeter presents a clear, clean consistent display and materials are of good quality

3 Branding is in line with the Australia Bovis Lend Lease Site Signage and Branding Guidelines for internal Users.

1.0 General 1.1 Each project must, where possible, install all perimeter fencing to a height no less then 2.4 meters.

Where this cannot be achieved, then minimum height should be no less then 1.8meters. 1.2 All site perimeter fencing should be the permanent answer for the time frame for the project. 1.3 The use of temporary chain wire fencing (ATF type) should only be considered when permanent fences

cannot be attained. Note; There are very specific requirements for certification of ATF type fencing. Sites must ensure that they enforce this.

1.4 The use of temporary chain wire fencing is used for works of a short duration only. They must be maintained at all times and all consideration given when using this type around or near traffic.

1.5 All fencing must be correctly designed and adequate methods for bracing be considered in relation to the works area and wind loadings.

1.6 All chain wire fencing should be fitted with shade cloth, as per the BLL Bovis Lend Lease Site Signage and Branding Guidelines for internal Users. (note wind loading must be considered)

1.7 All fencing and hoardings must, when being designed, take into consideration all conditions, such as wind loading, and other forces which could be applied during the life of the project.

1.8 Weekly (or more often if deemed necessary due to location or risk assessment) inspections of all perimeter security must be completed and documented. NOTE: Temporary fence is to be inspected daily. 6 monthly engineers inspection is required on A+B class hoardings.

1.9 It is suggested that any and all materials used in hoardings and fencing are of the highest quality. 1.10 Any anti graffiti system attached to the hoarding must not introduce any new risks. 1.11 All temporary wire fencing (ATF type) must be installed and signed off as erected to the manufactures

specifications. 1.12 Short term barricading around small short term work areas is permissible where full height fencing is not

achievable. 1.13 All fencing and hoardings are to conform to the BLL Global branding guidelines, unless an agreement

with the client prohibits this. NOTE: Remember any fencing on a project is highly visual and gives the public or subcontractors and visitors an impression of BLL, this should be of a high standard. Consideration of new materials should be given to high impact public areas.

2.0 Segregation It is the intent at all times to provide vehicle and pedestrian segregation. Ensure planning and site layout

addresses this issue. Related Information Suppliers / Resources

Bovis Lend Lease Site Signage and Branding Guidelines for internal Users.

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 2.3 Public Protection Page 1 of 4 1 July 2008 1 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Physical GMR #: 2 Compliance Area: Logistics GMR Subsection: 3 Public Protection

Standard:

All practical means shall be employed to protect the public from any hazards arising from our undertakings, including falling materials and the movement of vehicles into/out of our sites/premises. Projects must:

provide robust protection to all public areas which could be negatively impacted by our undertakings;

take effective measures to protect the public during lifting operations and vehicle movements;

keep public walkways and roadways clean and free of construction-related hazards or materials at all times (except for cordoned-off areas);

establish safe pathways whenever public access ways are blocked off due to construction activities; and

employ effective dust, noise and vibration control measures.

Means and Methods:

Pedestrian / vehicular segregation

Clear Pedestrian walkways

Well presented secure entry

Planning and relocating pedestrian access


Issue date Last amendment date Revision No GMR 2.3 Public Protection Page 2 of 4 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Note gates to stop pedestrians when deliveries arrive

Consideration to additional lighting to make sure the area is

very well lit

Overhead protection

Pedestrian tunnel with overhead protection and good lighting

levels

Public protection and pedestrian control using containers

10Kpa overhead protection where ever any lifting is carried

out overhead


Issue date Last amendment date Revision No GMR 2.3 Public Protection Page 3 of 4 1 July 2008 1 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Traffic control device at crossing

Hoardng with overhead protection

High quality well lit overhead protection

Low maintenance high quality overhead protection

Secure access from public areas

Adequate overhead protection and unloading facilities


Issue date Last amendment date Revision No GMR 2.3 Public Protection Page 4 of 4 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics


GMR 2.3 Public Protection Check 1 Public walkways are free from trip and slip hazards, clean and well defined.

2 Public are protected from both overhead and vehicle movements at all times.

3 Adequate traffic management is employed to allow safe vehicle entry and exit from site. 4 Daily maintenance to public interface.

1.0 General 1.1 Site perimeter secured at all times. 1.2 As a minimum all vehicle and public movements are to remain segregated and controlled. 1.3 Vehicles unloaded on public areas to be fenced and controlled at all times. 1.4 Traffic Management to be used at all times whilst in public areas. 1.5 Designated loading zones (preferably within site compound). 1.6 Consideration will be given to warning lights and audible alarms to loading and gated zones adjacent to

public pedestrian areas. 1.7 Public hazard awareness signage for public. 1.8 Eliminate the need for blind vehicle movements and reversing into public areas. Note any reversing

operations to have a spotter. 1.9 Provision of one-way access roads where possible is considered best practice. 1.10 Daily maintenance inspections to public interface zones. 1.11 Dust and noise monitoring requirements will be determined in PDP (except where a DA requirement is

mandatory)

2.0 Overhead Protection 2.1 Where work is being carried out overhead, the footpath below is to be blocked off and suitable alternate

arrangements made or a full B class (gantry) overhead protection is to be provided for overhead protection with minimum 10Kpa rating.

2.2 Lifting over public areas is to be restricted as far as possible. Where some lifting must occur, the area is to have suitably rated overhead protection and or a system to restrict access below during lifting operations.

3.0 Wheel Wash

3.1 Where vehicular access is provided onto site, measures must be taken to prevent vehicles leaving site with mud and containments on tyres – eg wheel wash, rumble pits etc. Consideration to daily street sweeping should be given where dust / mud is an issue.

3.2 Wheel wash should use recycled water or alternatively recycle the water from wheel wash.



Issue date Last amendment date Revision No GMR 2.4 Pedestrian & Vehicle Safety Page 1 of 5 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Physical GMR #: 2 Compliance Area: Logistics GMR Subsection: 4 Pedestrian and Vehicle Safety

Standard:

All locations must assess the risks presented by the movement of pedestrians, materials and vehicles around the site and implement effective safety measures to eliminate or minimise these risks.

Separate site entrance points for pedestrians and vehicles should be established to keep them apart.

Barriers, guard rails, etc. should be used to form pedestrian routes around the site where vehicles operate in close proximity.

Pedestrian crossing points should be provided across vehicle routes to access main work areas.

Adequate signs, lights, fences and barricades must be used to inform drivers and pedestrians of hazards and precautions.

Parking areas should be established for different kinds of vehicles, e.g. trucks and private vehicles.

Delivery procedures and storage arrangements should be detailed, including crane loading areas.

Reversing operations should be eliminated as far as possible by the use of one-way systems or be effectively controlled to prevent risk by establishing pedestrian exclusion zones, using traffic signallers to direct drivers or visibility aids on vehicles, e.g. Closed Circuit Television (CCTV).

Trained traffic signallers must be used to control vehicle movements in confined or congested areas.

Means and Methods:

Note where water filled barriers are used, check that they

comply with local traffic regulations

One way access egress is best practice

Manned gates to control deliveries

Separate pedestrian access and signage


Issue date Last amendment date Revision No GMR 2.4 Pedestrian & Vehicle Safety Page 2 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Clear pedestrian routes

Identified trade parking areas

Pedestrians segregated from vehicles at all times

Site entry well defined and safety messages cascaded

Vehicle and pedestrian segregation

Pedestrian routes




Ph

ysica

l GMR

2 - L

ogist

ics

Spotter guiding reversing vehicles

Vehcile loading unloading in set areas

Dedicated pedestrian walkways segregated from works

Pedestrian segregation

Clearly sign posted vehicle access / speeds

Pedestrian segregation

Pedestrian / traffic segregation and vehicle crossing points

Clear site entry points


Issue date Last amendment date Revision No GMR 2.4 Pedestrian & Vehicle Safety Page 4 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Vehicle entry permit displayed in window of vehicle

Vehicle entry permit clealry shows map fo site and

emergency egress


GMR 2.4 Pedestrian and Vehicle Safety Check

1 Pedestrians and vehicles are kept segregated as reasonably practical with physical barriers. (does not include workers associated with the works).

2 Delivery procedures in place and method to induct drivers (vehicle entry permit / tag).

3 Speed limits are clearly sign posted and enforced. 4 Flashing lights and reverse beepers installed on all vehicles (hazards are acceptable on

cars / utes).

5 Designated loading / unloading zones are in place.

1.0 General

1.1 Initial site layout to identify the need to have exclusive segregated access for all persons entering our sites.

1.2 Site layout to stipulate vehicle entry and exit points. 1.3 Sites to develop site specific traffic management plans, methods to follow the hierarchy of control. 1.4 Correct plant/pedestrian signage to be erected at points where both are required to enter and exit. 1.5 Where persons and plant will interconnect, barriers/safe zones are to be erected. Where there will be a

large volume of pedestrian traffic, a pedestrian crossing will be marked, correct signage will be erected, lighting will be considered, flashing lights will be posted either side of the crossing, a map of the crossing points will be given to all drivers as part of their induction.

2.0 Deliveries 2.1 Each site will have strict delivery times. Restriction of vehicles to be enforced. Only plant and machinery

necessary of actual works are to be allowed on to site. No storing or parking of vehicles or plant to be allowed. Strict enforcement is required. (no delivery out of hours unless BLL staff are present).

2.2 Where practical all delivery vehicles will enter from a single point, proceed through a well marked and sign posted route to a drop point, lay down area on the site. They will exit the site from a separate gate from the entrance.(one way traffic system).

2.3 A portable road plan to be sent to the contractors for delivery purposes prior to commencement or works and a laminated site road plan be given to the driven at arrival as part of the vehicle entry permit/




Ph

ysica

l GMR

2 - L

ogist

ics

tag and site induction. – Site speed limits as follows: 5kph in built up areas – 10kph for on access / haul roads. – Civil scrapers and the like open field by risk assessment

On site, clear, defined and maintained permanent and semi permanent walk access structures are to be erected. A clearly defined distance is to be maintained from pedestrian walkways and trafficable roads. All persons on site to wear hi viz clothing when working in and around plant, clothing as per the global PPE policy.

Note: High viz clothing should as a minimum be: - Fluorescent - Have high visibility reflective strips (yellow king gee type cotton shirts that are not fluorescent do not comply) 2.4 All vehicles to have an identification card / sticker (or alternate method of tracking entry) as part of the

vehicle entry permit which when viewed will confirm areas, that vehicle can access. All vehicles, must have as a minimum, flashing lights, reversing beepers (utes excepted) as appropriate, and be fit for use when entering any site construction zone. When drawing site crane position plans, consideration to be given to allocating specific loading zones, and where practical, an exclusion zone diagram for overhead lifting should be introduced. Revision dates and times and methods of evidence for traffic/access egress, pedestrian etc management are to be recorded and added to the site safety plan, these to include traffic plan, all vehicles access egress points, pedestrian walkways. Etc. They are to be updated and changes communicated to all site personal as the situations change. Designated loading / unloading zones should also provide adequate fall prevention from when access vehicles / trucks to sling.

2.5 Delivery drivers are to have correct PPE (gloves, glasses, hard hats, high vis and steel caps) or stay in cab.

3.0 Deliveries 3.1 Where possible vehicle access to site will be restricted. Parking areas will be well signposted and

preferably offsite. 3.2 A safe system of unloading will be provided. No person shall place themselves at risk from falling from

the back of a truck.

Related Information Suppliers / Resources vehicle entry permit / tag

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 2.5 Operator Competence Page 1 of 2 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics

Physical GMR #: 2 Compliance Area: Logistics

GMR Subsection: 5 Operator Competence

Standard:

All vehicle operators must be competent (certified/licensed) to operate the plant and vehicles they are assigned to and be briefed on their use and particular hazards associated with the site. Checks must be made to ensure the competence of drivers (link to Global Alert on Quick Hitch Systems).

All operators must follow the manufacturers’ instructions and site rules - while operating, seatbelts must be worn and mobile phones turned off. Vehicles must be braked/stabilized during loading/unloading and checks made to ensure loads are adequately secured before leaving the site.

Means and Methods:


GMR 2.5 Operator competence Check

1 Copies are held of all operators’ certificates / licenses to drive any plant or machinery.

2 Daily pre-start checklists sheets are maintained by all plant operators. 3 Operators ensure that the plant they operate has relevant road worthy and compliance

certificates.

4 Operators are aware of our zero tolerance policy to drugs and alcohol.

1. All sites to verify all competency based tickets. Where practical, a copy of their drivers licence or photo ID should be included as proof the person presenting the plant ticket is the same as the person on the licence. This should be attached to their induction sheet (where copies are taken). This will be recorded on the site safety passport. The contractor must supply a list of all competency based ticket holders to the site prior to works. This can be cross referenced against the induction records.

2. Daily pre start sheets will be maintained by all operators of all plant while on site, this to be in accordance with any and all requirements set out in the operators manual and manufactures/hirers requirements. i.e.;


Issue date Last amendment date Revision No GMR 2.5 Operator Competence Page 2 of 2 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

These shall not be generic but tailored to the machine. 3. A persons entering onto site for the first time are, during the induction process, to made aware of any and

all impacts or hazards which they, while operating plant will encounter on site. This may include, site inclines, ground types( very relevant to mobile cranes EWPs etc) intersections, entry exit points, waiting areas lay down areas etc.Particular attention is to be paid o the possible hazard from overhead power lines, tram lines and the like.

4. All trucks are to unload only in designated areas, barricaded form the general site, and on solid level surface.

5. All operators of any vehicle/plant are, where seat belts are evident, to wear same at all times while operating the said vehicle/plant.

6. No plant/vehicle which has an elevating process within the normal working parameters for this piece of plant are to disengage from park or neutral until all parts have returned to the correct starting position. All operators are to make a visual inspection before they drive from site.

7. No operator of any plant / machinery /vehicle shall have a phone switched on while they are working / operating.

8. All operators are to ensure that any plant/vehicle which they will use on site complies with all state/federal legislation with regards to any registration requirements. Copies of these documents are to be photocopied and kept with the plant register and with the contractors file.

9. Non ticketed plant – such as scissor lifts, rollers and the like, employers (sub-contractors) are to provide proof of competency This will entail a log book or a letter from the workers employer confirming that the employee is trained and competent in the use of that equipment and or plant.

10. Drugs and alcohol (including being under the influence) will not be tolerated at any time whilst on site. 11. Random Alcohol and drug testing may be carried out at BLL’s discretion on BLL sites.



Issue date Last amendment date Revision No GMR 2.6 Powered Mobile Equipment Page 1 of 8 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics


GMR Subsection: 6 Powered Mobile Equipment

Standard:

All powered mobile equipment and vehicles must be suitable by design and adequately maintained to enable them to conduct their assigned tasks safely. Regular checks by competent persons must be carried out and recorded to ensure all mobile equipment and vehicles are maintained in a safe condition following the manufacturers’ instructions (link to Global Safety Alert on Quick Hitch Systems).

All powered vehicles (excluding MEWPs and other work equipment not designed for use on public highways) must be in good condition fitted with effective brakes, horn, lights, reflectors, seat belts, visibility aids (e.g. mirrors or CCTV) and visual or audible warning systems (lights or alarms).

Means and Methods:

Handrails on plant for access and maintenance

Handrails plant

Clearly identified bends/pipe sections


Issue date Last amendment date Revision No GMR 2.6 Powered Mobile Equipment Page 2 of 8 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Proprietary pipe bracket

Mesh infills on MEWPs where adjacent perimieter or

exclusion zone can not be implemented (ensure wind load is checked)

Warning decals are legible and easily read

Ensure adequate sole boards and adequate stable substrate (check location of large pits and pipes)

Blow cut head and ball catcher for concrete pump clean out.


GMR 2.6 Powered Mobile Equipment Check

1 All plant has log books, pre start checklists and is tagged as being able to operate on that site.




Ph

ysica

l GMR

2 - L

ogist

ics

2 Documentary evidence of maintenance by competent person is with the plant.

3 Ramps and area on which plant is to operate is of sufficient width and incline and of stable base.

4 Excavators and the like have lock out pins or locks on attachments.

5 Fuelling and refuelling activities take in to account risk of spills and have a management plan.

1.0 General

1.1 During pre construction review, projects to consider type and application of any powered mobile equipment is suitable for the chosen application and conforms to any site restriction (see above).

1.2 All excavator style mobile plant must have a secondary lockout mechanism where any attachments can be applied to the base structure, e.g. manual insertion of lock out pins.

1.3 All plant required by law to comply with the road traffic act must provide proof of compliance. 1.4 All mobile plant when inspected must be of a high standard with no visual defects. Proof of flashing

lights, reverse lights, reverse beepers, mirrors, windscreens to be conducted, regardless of non road use compliance.

1.5 All mobile plant must comply will all Australian standards required by that piece of mobile plant. 1.6 All mobile plant to be used strictly in accordance with the design manufactures specifications, no

modification are to be made without manufactures written permission or direction. 1.7 All ramps on site need to be constructed to the width and incline to suit all vehicles that will use

them. i.e width of ramps should be sufficient to ensure adequate clearance either side to prevent any slippage or subsidence. Ramps should generally be minimum 1:8 incline and be inspected after rain for suitability.

1.8 Protect all edges (suspended slabs etc) around where equipment is being used to prevent driving off that edge. i.e.: barricades must be suitable.(wheel stop or angle etc)

1.9 Working in basements or enclosed areas; ensure adequate mechanical ventilation is provided. 1.10 All equipment will have adequate handrails / fall prevention system for maintenance, refuelling etc.

Note best practice will entail machinery having their own purpose made handrails and access.

2.0 Prior to plant and equipment arriving / used on site 2.1 Subcontractor and / or supplier to provide documentation to certify the compliance of the plant and

equipment to relevant standards, legislation and / or Manufacturer’s specification and safe to use. – This certification to be carried out by a qualified person such as a plant mechanic, fitter,

mechanical engineer, motor trades person – In some instances an item of plant and equipment may require a number of certification by

different qualified persons (eg a crane or hoist may require plant mechanic, electrician and rigger to certify different components or specific configuration to be used.)

2.2 The operator of the plant or equipment shall be sufficiently trained to be able to operate it competently and safely.

– Where required by legislation, the operator shall hold an appropriate certificate of competency. – Where no certification is required by legislation, the subcontractor must supply training records

which identify the specific type of plant and equipment the person has been trained in (eg sheepsfoot roller, “x brand” semi automatic quickhitch).



Ph

ysica

l GMR

2 - L

ogist

ics

2.3 As the BLL Project team member designated responsible for the management of EHS, the General Foreman / site manager (or their delegate, eg Area foreman) will verify the above documentation has been received, and confirm the general condition and type of plant and equipment by a visual inspection, prior to the equipment being used on site.

2.4 The BLL General Foreman / Site Manager (or delegate) is to ensure that the plant and equipment is listed on the BLL Plant and Equipment Register and a mobile equipment tag to certify acceptance on site.

3.0 Ongoing use and maintenance of plant and equipment on site

3.1 The Operator or Competent person shall undertake daily documented inspections of the plant using a logbook or checklist which is relevant to the type of plant and equipment and the installed safety devices (ie don’t use a checklist designed to check a piling rig for a crawler crane, ensure specific safety alarms and limit devices where installed, are inspected and tested daily).

3.2 Where the same items of plant and equipment are used for different shifts, each shift operator must conduct a documented inspection, as above (a separate second logbook / checklist may be required, or subsequent Operators need to countersign the first daily logbook ‘/ checklist entry).

3.3 The subcontractor / owner of the plant and equipment should provide evidence of the manufacturer’s specification detailing the ongoing service requirements (ie monthly, 200hrs, yearly, 10 yearly etc.). Where no manufacturer’s specification are received, BLL will request evidence of service on a monthly basis, unless another timeframe is specified by legislation or standards. (Use current BLL Plant and equipment ITP as a guide to determine these other timeframes).

3.4 All subcontractors to supply BLL monthly with evidence verifying that the plant and equipment on site has been maintained and serviced to the manufacturer’s specification by a QUALIFIED person (ie plant mechanic, fitter, motor trades person, mechanical engineer etc).

3.5 As the BLL project team member designated responsible for the management of EHS the Site Manager (or their delegate, eg areas foreman) must conduct EHS inspections of the plant and equipment to verify these service records, on a monthly basis.

– BLL foreman to regularly verify subcontractor daily checks are conducted by a competent person (usually the Operator), and documents this review (eg BLL foreman diaries, EHS Self-assessment checklist etc.) on a minimum monthly basis.

– BLL site manager to verify BLL foremen check on plant and equipment and documents this review (can be noted as part of the weekly EHS committee inspection, or site manager review of foremen diaries), on a minimum monthly basis.

– Construction Manager to verify Physical GMR No. 2.5 conditions are met (ie cranes and hoists, aerial platforms and scissor lifts must have a competent driver, and certified and serviced by a qualified person, and documents this review (eg monthly GMR inspection of plant with Regional EHS Manager, review of site manager inspections foremen’s diary) on a minimum monthly basis.

4.0 Quick hitches

4.1 All semi automatic quick hitches shall be supplied with a safety pin to prevent inadvertent disengagement of the quick hitch / bucket / attachment.

4.2 AS 4772 requires: – All quick hitches shall be fitted with a safety system (this can be either a pin manually inserted,

automatic key control, etc) that ensures retention of the attachment to the quick hitch by mechanical and positive means in the event of failure of the primary retention system.

– Means of verifying the engagement of the safety system shall be available from the operators position. This means shall be stated in the operation sand maintenance manual supplied by manufacturer.




Ph

ysica

l GMR

2 - L

ogist

ics

– The safety system needs to be intentionally disengaged for the attachment to be disconnected from the quick hitch. The safety system shall not be used as the primary retention system and must be in addition to the primary retention system.

– In the even of failure of the primary system the operator should be able to detect that failure has occurred. The installation of the quick hitch shall not compromise the integrity of the safety systems of the host machine.

4.3 The standard requires quick hitches to be maintained regularly, therefore this should be carried out on a monthly basis by a qualified person, and inspected as part of the daily inspection by the operator.

4.4 Persons / subcontractors operating plant with quick hitches need to provide evidence that the operators have been instructed on its safe operation and use.

5.0 Mobile Elevated Working Platform (MEWP) A National Certificate of Competency WP is required to operate Boom type MEWP’s over 11 metres. For other types of MEWP’s some proof of competency / training record is to be provided. Yellow cards as issued by or on behalf of the Elevated Work Platform Association of Australia are acceptable. Refer to section 2.5 Means and Methods.

5.1 The operation of MEWP’s is to be documented in a Risk Assessment / SWMS taking into account any overhead projections / power lines. Travelling with the work platform elevated should not be undertaken unless inline with the manufacturer’s specifications and that the operator has clear view of the base structure which is a firm level surface free of undulations, obstructions, potholes step-downs etc. Wheel stops to be implemented when operating on suspended slabs. The machines log book is to be completed at the beginning of each shift.

5.2 Suspended slabs will need to be verified and signed off by an appropriately qualified person i.e Structural Engineer and similarly certain ground conditions may need verification of the maximum allowable ground bearing pressure by a Geotechnical Engineer.

5.3 MEWP’s are to be equipped with an audible warning device and/or a flashing light which indicates that the machine is in operation. Self-propelled MEWP’s are to be fitted with an alarm or other warning device that activates when the machine’s base is out of level. All controls must be clearly marked with legible decals to show their functions. The SWL, number of permitted persons, wind rating are to be clearly displayed on the machine.

5.4 Full body Safety Harnesses to be worn at all times in boom lifts and the lanyard connected to the designated anchor point. Persons shall stand on the floor of the MEWP only which is to be kept clear of trip/slip hazards.

5.5 Access onto and egress from the work platform, shall only be at designated positions unless the MEWP is in a breakdown or emergency situation. Where applicable, a procedure shall be developed to allow safe access to the work platform where the MEWP is at a location other than its designated landing position. This can only occur if all the requirements of Clause 5.9 AS 2550.10 are satisfied. OPS Manager and EHS Managers approval is required.

5.6 If working in close proximity to other workers or a situation where there is a possibility of tools/materials falling from the MEWP platform, then the area below (including slew area) is to be barricaded (parrawebbing as a minimum) and appropriate signage displayed thereby establishing an exclusion zone. The use of a spotter may also have to be considered. Tools and materials must be adequately secured on MEWP and wrist lanyards may need to be used on tools.

5.7 A suitably sized mesh material should be considered for fixing around the inside of the work platform to prevent persons standing on the toe boards / midrails and any loose materials/tools falling out. Where mesh material is used, consideration is to be given to potentially increased wind loading on the machine particularly when elevated and manufacturer / suppliers advice shall be obtained.



Ph

ysica

l GMR

2 - L

ogist

ics

5.8 Persons shall not occupy the work platform of a vehicle-mounted MEWP during travelling, unless it is travelling within one worksite at speeds no more than 6km/h and the MEWP has been designed for that purpose.

5.9 If the MEWP is fitted with an onboard generator then the ELCB device must be tested and tagged monthly, by a licensed electrician.

5.10 Where gas cylinders are to be carried on a MEWP, the cylinders are to be adequately secured and only the minimum quantity of gas sufficient to carry out the work should be transported. Fusible plugs shall be directed away from the platform and a fire extinguisher carried. Gas cylinders shall not be carried inside platforms that could trap an accumulation of gas.

5.11 MEWP should not to be used as a crane/hoist. All lifting is to be undertaken within the machines safe working loads and applicable standards i.e. long loads should not be supported on the handrails of the MEWP unless designed for the application. Lifting operations involving more than one MEWP should not be undertaken. If such lifting operations are necessary, the lifts shall be treated as a designed lift in accordance with AS 2550.1

5.12 A MET tag/sticker is to be issued by BLL and displayed on the MEWP and machine details entered on to the BLL Project Plant Register.

6.0 REFUELLING OF PLANT ONSITE

6.1 The Project Impacts and Hazards Risk Assessment shall assess using the hierarchy of controls all

refuelling activities onsite and Operations will aim to minimise the need bulk for storage on site of fuels. 6.2 Ensure the Projects Emergency Response Plan includes procedures/requirements to respond with

spillage of fuels on site. 6.3 A Safe Work Method Statement will be developed for all refuelling activities. The SWMS should include

procedures into emergency spills response and all persons responsible (ie Supervisor, Plant Operator, Mini tank driver, etc) will be trained into the SWMS and spill response.

6.4 Refuelling of onsite plant should be undertaken where possible in a bunded area of sufficient size so as not to put the environment at risk. Any bunding facility will be designed to ensure a storage capacity of 110% of the actual product storage container.

6.5 Sufficient spill kits (min 5 bags of Dryzsorb) of sufficient size will be readily available when refuelling by mini-tanker. The spill kit shall be included in the weekly inspection to ensure it is operational in an emergency

6.6 All spillage on site will be collected using spill kit materials with all waste generated to be disposed to an approved facility and the area remediated to the satisfaction of the DEC. Records of disposal and clean-up measures are to be maintained with site records.

6.7 Maintenance and cleaning done in appropriately designed and designated areas. 6.8 Plant and equipment checklist to be completed weekly by operators and repairs undertaken if required. 6.9 Adequate Fire Fighting Equipment to be kept in designated areas.

7.0 Concrete Pumping 7.1 The siting of the pump is to be reviewed in consultation with the pump operator for suitability and any

potential hazards/ risks that may exist prior to pumping operations beginning. Outriggers / stabilisers shall be fully extended unless the manufacturer specifies otherwise.

7.2 Suspended slabs will need to be verified and signed off by an appropriately qualified person i.e Structural Engineer and similarly certain ground conditions may need verification of the maximum allowable ground bearing pressure by a Geotechnical Engineer.

7.3 All pump operators to be experienced (Operator Log to be completed by the Employer refer to 2.5) and Boom pump operators to be holders of the National Certificate of Competency PB. Refer section




Ph

ysica

l GMR

2 - L

ogist

ics

2.5 of the Means and Methods. A Certificate of Registration from a Statutory Authority is required for truck mounted concrete placing booms. Daily operator’s logbook is to be completed prior to commencement of pours.

7.4 Concrete pour rates are to be taken into consideration when pouring vertical elements such as Jump/Slip forms, shear walls, columns etc with engineer’s advice being sought prior to pouring.

7.5 A concrete placing boom shall not to be used as a hoisting crane (e.g. picking up helicopters, extra lengths of rubber hose etc) and all warning and safety decals/stickers are to be in good order and legible.

7.6 Pipes and other equipment should be tested inline with the manufacturer’s recommendations and/or a minimum of monthly. Ultrasonic testing may not be suitable for twin wall pipes. Other suitable testing methods should be adopted such as the use of thickness testing callipers, increased inspection and increased monitoring of use, in terms of volume and type of concrete pumped. Piping which has a wall thickness, less than the manufacturer’s specified thickness for the pumping design pressure shall not be used. Rubber delivery hoses and tail end fittings are to be inspected for suitability for continued service at frequent intervals, based on the severity of use of the equipment. Rubber delivery hose should not to be kinked.

7.7 Each individual pipe section, bend, reducer is to be indelibly and legibly marked (e.g. numbered) so it can be readily identified against the record of test results in the logbook.

7.8 Where a concrete placing boom is connected to a fixed/static line, a flexible line shall be connected between the boom and the line to allow the boom to move under reaction forces. If a truck mounted concrete boom pump has to move whilst on site, then the boom shall be folded back into the travelling position.

7.9 Where stationary/satellite booms are to be used on a project, the boom pedestals and column heads are to be installed by appropriately ticketed riggers and a sign off submitted to BLL prior to use indicating that it has been installed as per the manufacturer’s specifications and are safe to use.

7.10 Fixed/Static pipelines are to be adequately secured and supported to the building or structure with particular attention given to reaction forces, which may be considerable where high pump pressures are involved. Pipelines are not to be fixed to scaffolding, hoists, crane towers, formwork etc. Minimum fixing requirements:

7.11 All quick release clamps/couplings must be fitted with safety clips prior to pumping to prevent accidental release.

7.12 Spotters must be used to back concrete agitator trucks on to the hopper of the pump. Hopper grates must be down during pumping and NEVER ALLOW ANY ONE TO STAND ON THE HOPPER GRATE.

7.13 Hearing protection is to be worn by persons in close proximity of an operating pump /discharging concrete agitator trucks. A suitable communications system is to be used where the pump operator does not have line of sight with the delivery hose and/or linesman or is too far away.

7.14 A documented pipeline purging/cleaning procedure is to be developed with preference given to using water rather than air (where possible). Where purging is carried out using air, unless discharged into a correctly designed receptacle, an appropriate catch basket shall be securely attached to the discharge end of the pipeline prior to purging operations commencing. Appropriately experienced personnel shall only undertake this task.

8.0 Piling Works

8.1 A comprehensive SWMS will be in developed from a risk assessment prior to any work with a drilling/piling rig being undertaken.

8.2 Unguarded/open pier holes are not permitted. Guardrails or screens will be installed and secured prior to pier holes being excavated. The guardrail/screen system should not allow removal to pour



Ph

ysica

l GMR

2 - L

ogist

ics

concrete. Safe systems need to be developed for installation of re-enforcement cages. Systems should focus on the hierarchy of control (best to worst) to eliminate the use of persons wearing harnesses.

8.3 Ensure that the drilling/piling rig when in operation, has clearly defined exclusion zone ie bunting, signage, consideration of entanglement with moving parts, etc.

8.4 Ensure Operator is competent in the operation of the drilling/piling and the Piling Contractor is to provide proof of competency and Plant Operators Log prior to commencing operation.

8.5 Ensure Plant is inspected prior to coming on site by a qualified person refer to Means and Methods 2.6 Powered mobile plant (Note proof of qualification required). Ensure the plant is inspected daily by the competent person (ie plant operator)

8.6 Non slewing crane ticket required to operate the drilling rig when being used as a crane. 8.7 All loads (ie reinforcing cage) that are to be lifted by the drilling/piling rig will be slung and directed by a

dogman 8.8 All lifting gear to be in accordance with Means & Methods 4.1 Cranes & Lifting Equipment 8.9 The erection, alteration or dismantle of a drilling/piling rig will be carried out by an (minimum)

intermediate rigger. 8.10 BLL to provide geo-tech compaction test results to the Piling contractor confirming that the working

platform(s) where the rig will be sited is sufficient to take the load. 8.11 Ensure BLL permit to excavate in place prior to any works commencing, (Do not rely solely on the

information gained from a Dial Before You Dig, Minimum services scan of the area required). 8.12 Ensure piling/drilling rig is well clear of overhead services (ie electrical).

Related Information Suppliers / Resources Plant and equipment register Vehicle entry permit / tag


Issue date Last amendment date Revision No GMR 2.7 Housekeeping Page 1 of 5 1 July 2008 1 July 2009 2


Ph

ysica

l GMR

2 - L

ogist

ics


GMR Subsection: 7 House Keeping

Standard:

Housekeeping must be effectively managed on all projects to maintain a clean and tidy work site, e.g. by having dedicated service gangs and/or a system for dealing with poor performing contractors (contra-charging).

All main access ways, emergency routes and passage ways must be clearly lit, marked and kept free from obstructions and debris to reduce the risk of trips and slips.

Temporary electrical supply cables should be located so as not to present tripping hazards (off the floor or away from access routes as far as possible).

All materials must be safely stacked, away from fences and hoardings, and located to minimize re-handling and reduce transport distances.

Combustibles, flammables and other dangerous materials must be stored safely and clearly identified, e.g. highly flammables must be kept in fire resistant containers.

Risks of cuts and punctures from sharp objects should be assessed and controlled, e.g. needle handing, safety knives, gloves, removal of protruding nails, protection or curving of reinforcement bars, use of safety glass, etc.

Signs are posted where necessary to provide clear instructions - No Smoking, No Entry, Personal Protective Equipment (PPE), etc.

Waste must be effectively managed by minimisation, segregation and recycling, and performance monitored and recorded.

Means and Methods:

Provide adequate rubbish bins at workface. Ensure that they are

suitably engineered for crane lifting if appropriate.

All access ways clear at ALL TIMES


Issue date Last amendment date Revision No GMR 2.7 Housekeeping Page 2 of 5 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Provide bin lifters / manual handling considerations

Example of identifing hazard areas

Non PPE routes where amenities are inbound on project

Separate recycling bins in amentites

Separate waste bins

Housekeeping floors and access ways swept daily as a

minimum




Ph

ysica

l GMR

2 - L

ogist

ics

Clearly defined access ways under decks

Dedicated bunded areas for hazardous materials

Good housekeeping includes making safe and PT bars with

safety caps

Clear PPE zones

Clear emergency egress

Clear emergency egress at all times

Segregated non ppe routes where required through site

Subcontractor safety matrix in a prominent location


Issue date Last amendment date Revision No GMR 2.7 Housekeeping Page 4 of 5 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

2 - L

ogist

ics

Materials neatly stacked and strapped

Materials secured to ensure no wind issues


GMR 2.7 Housekeeping Check

1 Each site must have dedicated full time cleaning crews controlled by BLL supervisor. Sites must be maintained clean and clear of trip hazards at all times.

2 Designated storage areas and materials stacked neatly and only where designated.

3 Site management plan drawn up to show delivery, rubbish and storage areas including hazardous materials.

4 Access ways clear, swept daily as a minimum and never blocked with materials. 5 Temporary electrical leads are suspended off floor and all areas are well lit.

6 Subcontractor safety matrix is used to rate subcontractor cleaning every month.

1.0 General 1.1 Clearly define access ways & ensuring that no materials are stored within these areas. 1.2 Ensure subcontractors have allowed for a daily clean of work area and it is included in the contract. 1.3 Monitor & Plan deliveries to ensure materials are only delivered on a just in time basis. 1.4 Provide designated storage areas for hazardous substances, Plant & equipment & materials. 1.5 Develop a site management plan clearly outlining the following loading zones, access & egress, materials

storage, site offices, first aid stations. 1.6 Consideration should be given to waste segregation and recycling areas. 1.7 Each site must have dedicated full time cleaning crews controlled by a BLL supervisor (as a package).

Sites must be maintained clean and clear of trip hazards at all times. These crews can be subcontract or BLL attendant labour. They are to be responsible and accountable for the cleanliness of the site. This is over and above the trade subcontractors own clean up which is also daily. The supervisor or leading hand of the cleaning crew is to report to the general foreman.

1.8 Access ways are NEVER to be blocked by materials stacked, stored or rubbish and debris (this includes firestairs etc).

2.0 Temporary Electrical 2.1 Access ways and all areas where work can be carried out and accessed are to have a suitable level of

lighting to provide safe access. This means all rooms, corridors, stairs, plant rooms etc must have temporary lighting for access. This is over and above the trade subcontractors task lighting. (refer to GMR




Ph

ysica

l GMR

2 - L

ogist

ics

5.4) 3.0 Materials / Sharps

3.1 Where relevant in publicly located areas, daily checks may be required for sharps, needles etc. 3.2 Subcontractors should be urged to use nylon or alternate strapping in lieu of metal tie down strap. Where

metal is used it should be removed to a waste bin ASAP and never left on the ground as they present a trip, cut and electrical hazard.

3.3 Nails and projections from timber and the like should never be left on the ground. 4.0 Smoking

4.1 Smoking is banned inside any enclosed building e.g. once façade is installed, in basements, carparks and rooms and within the immediate vicinity of lunch sheds.

Related Information Suppliers / Resources Subcontractor safety matrix

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 3.1 – Pre-Planning Page 1 of 3 1 July 2008 1 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks

Physical GMR #: 3 Compliance Area: Ground Works

GMR Subsection: 1 Pre-planning

Standard:

All proposed ground works should be assessed and the safest practicable methods employed to carry them out, e.g. micro-tunnelling, directional drilling, pipe-relining, etc.

All underground services (electricity, gas, etc.) must be located and marked before excavation works commence as part of a permit to conduct ground works process. Checks should be made to ensure the structural integrity of temporary works.

Means and Methods:

Preplanning for piling rigs and borers

Entry, exit and pedestrian management

Pedestrian / vehicle segregation

One way access and haul roads


GMR 3.1 Pre-planning Check 1 Permit to excavate completed and all service searches completed and marked out.

2 Dust, noise and vibration controls and monitoring in place.

3 Dilapidation survey completed of adjacent structures. 4 Entry and exit from site are separate and one way traffic where possible.

5 Pedestrian routes planned out and segregated from traffic.


Issue date Last amendment date Revision No GM 3.1 – Pre-planning Page 2 of 3 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 3

– Gro

und

Wor

ks

1.0 Trenching and excavation 1.1 All trenching and excavation works are to be controlled by a Permit to excavate system that requires the

location of in ground services ie; whenever the presence of services may be present to be verified prior to the commencement of the task.

1.2 All ground works must have been risk assessed and a SWMS developed and implemented with all workers inducted. NOTE: consideration should be given during the risk assessment process eg: confined space.

1.3 Pre-planning should take into account considerations such as:

– Entry and exit controls (traffic control, one way access and haul roads where possible). – Number and type of machinery on site. – Pedestrian and vehicle / plant segregation. – Refuelling areas and spill control (NOTE: this must be provided). – Note: Hand excavation and potholing must be carried out to locate existing known services (following information from work as executed (WAE) or dial before you dig (DBYD). Depth and exact location may differ from WAE and DBYD so potholing may be required to a significant area.

2.0 Noise, Dust and Vibration

2.1 Consideration should be given to providing monitoring. This will allow both reporting and better control over conditions. All benched excavation should include for ongoing full time dust control such as water trucks or pva sprays etc.

2.2 It is recommended to provide existing background monitoring prior to construction so that full impact of construction can be assessed.

3.0 Services Search 3.1 Prior to the start of any ground works, projects must have undertaken an in-ground services survey and

where possible consulted all relevant authorities. Test pits should be dug carefully to confirm location of services.

3.2 The locations of all underground services are to be marked on a site plan and communicated to all relevant contractors (where appropriate these should be identified on site drawings for relevant trade packages).

3.3 All high risk underground services (e.g. high voltage cables) shall be clearly signed and their locations easily identifiable in the field (refer project risk assessment and in ground services drawing).

Placing temporary site services underground should be avoided so as to minimise any further risk of hitting hidden services. This is to be achieved only where practicable and where locating the services in an alternate manner presents an increase in risk.

4.0 Adjacent Properties / Dilapidation

4.1 Prior to any excavation adjacent to structures or buildings, ensure that a dilapidation report is carried out. This should include photos and or video as a minimum.

4.2 Consideration must be given to stability of adjacent to structures in the risk assessment for the groundwork and appropriate shoring or measures introduced.

5.0 Access & Egress


Issue date Last amendment date Revision No GMR 3.1 – Pre-Planning Page 3 of 3 1 July 2008 1 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks

5.1 Access and egress to excavations and trench’s for both plant and personnel requires consideration. Two points of access should be assessed for any trench / excavation over 1m deep.

5.2 Vehicle (this includes all terrain forks and wheeled equipment) access should be no steeper than 1:8 slope and should be of sufficient width so that a vehicle can not slide off.

5.3 Pedestrians and vehicles to be segregated at all times.

5.4 Inspection of access ways and ramps is to be carried out after any significant rain period.


Permit to excavate

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 3.2 - Stability Page 1 of 4 1 July 2008 1 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks


GMR Subsection: 2 Stability

Standard:

Excavations should be assessed by a competent person and be shored or battered back/sloped to a safe angle as determined.

Adjacent structures, roads and sidewalks must be supported or protected where necessary to prevent collapse.

Materials and equipment must be placed at a safe distance from the edge of excavations.

Water ingress into excavations must be controlled to ensure safety. Excavations must be inspected daily by a competent person prior to use and after every rainstorm.

Means and Methods:

Sheeting and piling must be engineered

Whaling to be signed off by an engineer (note access not

shown)

Benching and fencing to excavation (note access not shown)

Excavation areas clearly barricaded and sign posted


Issue date Last amendment date Revision No GM 3.2 Stability Page 2 of 4 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 3

– Gro

und

Wor

ks

Robust, well defined barriers



Progressive reinforcement

Stair access to excavations

Craneable Stairs


Issue date Last amendment date Revision No GMR 3.2 - Stability Page 3 of 4 1 July 2008 1 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks


GMR 3.2 Stability Check 1 All excavations and trenches have adequate exclusion zones for personnel and

machinery / vehicles.

2 Excavations are battered / benched where over 1.5m in depth.

3 Geo technical advice has been sought on the stability of the material.

4 Adequate access is provided in and out of the excavation / trench. 5 Dewatering has been planned for including checks for stability after rain.

When planning earthworks and excavation, particular attention should be given to stability, type of foundation material and how the material will change with the addition of vibration and or water. 1.0 General Considerations

1.1 All sides of excavation to have either shoring or benching levels at 1:1. The angle of repose should always be observed for collapse and no materials stacked within the same distance as the depth (and never closer than 1m to a trench or excavation.

1.2 Regular checks (as advised by geo tech) by a Geo tech expert particularly where large excavations or trenches are exposed for greater than 48 hrs and after significant rain periods.

1.3 Egress / Access. 2 means of access to be assessed to trenches or excavations deeper than 1.5m. Consider stair access over ladders a good practice.

1.4 Stability of surface on bench for plant and equipment needs to be assessed and hardstand or working platforms provided. (note: benched levels and working platforms need to be certified for load capabilities).

1.5 Storm water ingress from adjacent properties needs to be considered including means for treating SW before pumping out.

2.0 General Requirements 2.1 Plant, material or spoil heaps should not be stored at the edge or head of excavations causing

possible falls into the excavation or a surcharge on the ground. As a guide, spoil pile shall be placed at least 2 metres away from the edge of the excavation.

2.2 The protection of excavations adjacent to public highways is of particular importance, such that bulk timbers and fencing must be provided to a minimum height of 2m. In addition, adequate lighting and warning notices must be provided.

2.3 Ground works must be subject to daily inspections to ensure that materials are not placed at the edge of excavation such that they will fall and hit workers in the excavations.

2.4 Workers are not to work alone or in isolation in any area so that their safety is always monitored. 3.0 Dewatering

3.1 A de-watering procedure is to be developed with adequate pumps etc available on site for expected conditions.

3.2 Following all rain events and/or flooding, all permits for excavations and trenching shall be suspended pending review of conditions. Only when an area has been inspected and deemed safe can the permit be re-issued.


Issue date Last amendment date Revision No GM 3.2 Stability Page 4 of 4 1 July 2008 1 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 3

– Gro

und

Wor

ks

3.3 Excavations that present a risk of drowning shall be isolated and fully barricaded a safe distance away from the excavation. The installation of any additional barriers and signage must be undertaken under a safe system of work so as to not put the installer at risk of falling.

3.4 The excavation area is to be restricted and out of bounds to all workers during de-watering activities. Access beyond the barricading only allowed under agreed SWMS where workers are adequately protected against the risk of a fall.

4.0 Safe Work Method Statement (SWMS) / Job Safety Analysis (JSA) At a minimum, the following items need to be assessed:

4.1 Checking of underground utilities 4.2 Method of excavation (as directed by the Engineer) e.g. battering back sides of excavation to a

suitable angle, to include the minimum distance for spoil and material placement 4.3 Type and certification of shoring to be used, eg. timber framing, horizontal sheeting, sheet piling,

trench box, drag box, hydraulic shoring system. 4.4 Access methods 4.5 Dewatering methods 4.6 Removal of spoil - spoil storage, re-use, removal to off site tip 4.7 Certification/ Authority Approval (where required) 4.8 Permit to Excavate 4.9 Inspection Routine

Related Information Supplier / Resources

Permit to excavate


Issue date Last amendment date Revision No GMR 3.3 Safe works Page 1 of 4 1 July 2008 30 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks


GMR Subsection: 3 Safe Works

Standard:

Adequate signage, barriers and lighting must be provided to prevent falls into excavations adjacent to thoroughfares.

Temporary stairs should be installed to provide safe access into trenches or excavations, unless they are very short duration ground works when ladders may be used;

Exclusion zones must be established and maintained around operating earth moving machines to prevent workers being struck by either the machine or any tool due to the failure of any quick hitch system. The requirements of the Global Safety Alert on Quick Hitch Systems must be followed to control the risks associated with the use of excavators fitted with semi-automatic quick hitches.

Means and Methods:

Good access to excavation

Well fenced and signposted

Stair access and fenced excavation

Stair access is best practice


Issue date Last amendment date Revision No GM 3.3 Safe works Page 2 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 3

– Gro

und

Wor

ks


GMR 3.3 Safe Works Check 1 Barricades in place around open excavations.

2 Stair access is considered over ladder access.

3 Soil is located min 1m away from excavation / trench and greater than angle of repose. 4 Fall prevention is taken into consideration and trenches suitably barricaded.

5 Temporary barricades are well presented and maintained daily in good condition.

1.0 Access

1.1 Safe access shall be provided via temporary stairs, steps, or ramps for trenches / excavations deeper than 1.0m. Sufficient numbers shall be provided (eg for trenches, ensure that no worker is further than 8m from an access). Note Stairs should be considered over ladders as best practice.

1.2 Safe access for short duration excavations less than 1.0m deep may be provided by suitable benching or slopes

1.3 Where ladders are selected as the chosen means of access to trenches or excavations due to short duration of the task, the following shall apply:

– Extend 1m above the original surface of the ground. – Adequately secured top and bottom to prevent movement. – Only place between shields (shoring) that are no more than 750mm apart. – A safe walkway that presents no risk of fall must be provided to ladders giving access within

shoring. – Ladder must be of industrial grade, inspected and verified to be in good condition.

2.0 Fall Protection

2.1 Physical barricades (i.e. tube and fitting or similar construction) shall be provided to mitigate risk of fall into trenches / excavations deeper than 1.5m that are required to remain open for an extended period of time. Where space permits the barricade shall be located a minimum 1.0 metre back from the edge and be covered with safety mesh / parawebbing or other means of physical barrier with high visibility identification (installation must be under a safe system of work that does not present risk to the installer).

2.2 Where the depth of trench or excavation is greater than 1.5 m the following shall apply:

– Progressively protected by physical barricading and / or parawebbing / safety mesh for areas left

open (e.g. behind pipe laying etc). Backfilling to occur as soon as is reasonably practicable.

– The distance of barricading from the edge shall be based on a risk assessment and included in the SWMS (as a minimum this should be 1m back from the edge). Where site constraints dictate and this is not achievable, a full risk assessment must be undertaken and other suitable controls documented in the SWMS.

– Progressive barricading shall be installed 1.5m back from the edge for excavations deeper than 1.5m (where workers are required between the barricade and the edge). Where site constraints dictate and this is not achievable, a full risk assessment must be undertaken and other suitable controls documented in the SWMS.


Issue date Last amendment date Revision No GMR 3.3 Safe works Page 3 of 4 1 July 2008 30 July 2009 2


Phys

ical G

MR 3

– Gro

und

Wor

ks

– Where parawebbing / safety mesh is used, it must be in good condition. Star pickets (or other suitable uprights) shall be spaced at an appropriate distance (5m max) maintaining the barrier in a tight and tidy condition. Consideration should be given to rigid mesh which is considered best practice.

– Hazard tape is only permitted as a visual warning when work is short duration and excavation depth is less than 1m.

– The zone between the barricading and the edge shall be free from spoil, rocks, material, tools etc, thus reducing risk of tripping and materials falling.

– Access into the zone between the barricading shall be restricted to trained personnel under an agreed safe system of work (documented in SWMS).

– Walkways, ramps, or bridges with standard guardrails will be provided at all excavations and trenches (greater than 1.0 m) where employees are required or permitted to cross over. The crossing structure will be made of tightly secured and uniformly sized planking or other similar platform.

2.3 When laying pipe etc the gap between the excavator and the works may not always be barricaded, in

these cases there must be full time competent supervision (spotter) to ensure that no persons enter the area.

2.4 All pits are to be protected with the permanent cover or a secured temporary pit cover of solid construction.

2.5 Personnel must not stand on the edge of shoring systems, manhole forms or pre-cast manhole.

2.6 All excavation and trenching work is to be controlled by a Permit to excavate system.

2.7 There must be no lifting of material over personnel in the trench / excavation. All lifting operations are to be undertaken by competent personnel.

2.8 Shoring systems used for ground stability control may be considered adequate edge protection for materials if at least 300mm proud, and for fall protection, at least 1m proud of the ground.

2.9 For all trenches and excavations, a suitable site based risk assessment shall be undertaken with required fall protection and access requirements documented in the SWMS.

3 When approaching shoring system to attach hooks, to enter the trench/excavation, pour or strip a

manhole, the following can be applied:

– Backfill between the shoring system and trench wall to at least 1m below ground level. – Walkways, ramps, or bridges with standard guardrails could be provided. The crossing structure

will be made of tightly secured and uniformly sized planking or other material. – Alternatively, trenches can be battered back to allow for a bench for personnel to work safely.

4.0 General 4.1 All shoring systems shall be certified.

4.2 Exclusion zones shall be set up at areas where excavation work activities are conducted.

4.3 Clear signs and barriers must be installed to ensure that only trained / competent workers are

allowed into the work area.

4.4 Where excavators and trucks are required in proximity to edges of excavations / trenches and


Issue date Last amendment date Revision No GM 3.3 Safe works Page 4 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 3

– Gro

und

Wor

ks

accessways, movements must be guided by traffic controller or spotter.

4.5 Adequate measures are to be applied to control hazardous atmospheres within trenches and excavations. These are to be assessed and included in the SWMS.

4.6 When lifting loads in proximity to excavations, personnel must not be between the load and the excavation / trench opening. A safe method of work is to be developed based on a risk assessment.


Permit to excavate


Issue date Last amendment date Revision No GMR 4.1 Cranes & Lifting Equipment Page 1 of 12 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

Physical GMR #: 4 Compliance Area: Lifting & Slinging

GMR Subsection: 1 Cranes & Lifting Equipment

Standard:

Cranes must be structurally sound, fitted with appropriate safety devices (safe load indicators overload alarms, earthing, anemometers, warning lights, etc) and be examined and certified by a competent person before first use and at regular intervals.

Cranes and other lifting equipment must only be used within their safe operating limits (e.g. loadings and weather conditions).

Effective measures must be taken to prevent cranes coming into contact with power lines, other cranes or structures.

All crane erection, climbing and dismantling operations must follow the requirements of the Global Safety Alert on Crane Erection, Climbing and Dismantling.

All lifting equipment must be fit for purpose, marked with a means of identification and safe working load.

All lifting equipment must be examined before first use, regularly inspected, and certificated at least annually as safe to use by a competent person, including cranes, hoists, chains, hooks, slings, etc.

Rubbish removal skips must be structurally sound and designed for lifting (with lifting points and SWL), must not be filled above their top edge and should be covered to prevent debris falling out while they are being lifted.

Means and Methods:

Cranes inspected upon arrival at site,

added to P&E register Safety devices fitted Hand Held Wind Monitor


Issue date Last amendment date Revision No GMR 4.1 Cranes & Lifting Equipment Page 2 of 12 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

Custom made Access scaffolds for unloading / loading of

materials

Safe system to sling / unsling

Accessing jib for pin installation from mobile

Accessing jib for pin installation from mobile

Don’t lift pallets

Use pallet / brick cage




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

Don’t lift sand bags Use pallet lifter / cages

Don’t use pallets for lifting First aid – stretcher cage emergency removal

Use four chains for lifting bins Use four chains for lifting



Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

Bunded areas for fuel Consideration needs to be given to how to access flat beds

for slinging

Earth moving equipment where used as a crane (i.e a freely suspended load) must have Burst protection (also known as Anti-Drop Vfitted to the boom and dipper arm.

Covers for Bins

Fuel bund bin and cover

Vehicle loading / unloading in set areas

Oversize tynes must be approved by manufacurer




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g


GMR 4.1 Cranes and Lifting Equipment Check

1 All lifting equipment has been placed on a plant register and certified by a competent person.

2 Permit to erect or climb a tower crane has been completed where relevant. 3 Slings and lifting equipment are suitably tagged and tested.

4 Mobile equipment is only operated when stabilised within manufacturer’s specifications.

5 Working from a crane box is a last resort and Operations Manager or EHS Manager approval is required.

1.0 Definitions 1.1 Competency

The specific knowledge, skills and behaviours and the application of that knowledge, skill and behaviour to the standards of performance required in the workplace, as expressed in the relevant endorsed industry/enterprise competency standards or the learning outcomes of an accredited course. People can be deemed competent against the defined standards by the processes of either Competency Based Assessment or Training. Where no certification, qualification or endorsed competency standards exist, verification of the assessment of a persons skills and competency for the plant and equipment will need to be provided by the employer.

1.2 Major Plant: includes mobile and static cranes, load shifting equipment, elevated work platforms and any associated machinery, equipment (including scaffolding) appliance, implemented or tool and or component or fittings or accessories to them.

1.3 Qualified Person: a person who is the holder of a qualification ie Plant Mechanic, Plant Engineer, Motor Trades Person, Fitter Trades person etc to undertake the prescribed maintenance and service work on the plant and equipment .

1.4 3rd Party Inspector: Structural Engineer with 12 months experience in the design and inspection of tower cranes.

1.5 Competent Person: a person who is the holder of a certificate of competency in the operation of the plant or equipment. Where no certification, qualification or endorsed competency standards exist, verification of the assessment of a persons skills and competency for the plant and equipment will need to be provided by the employer.

2.0 General

2.1 The use of all plant and equipment on the project shall be included in the Impacts and Hazards Risk Assessment to ensure all EH&S aspects are assessed to control and minimise hazards onsite. The assessment should include (but limited to):



Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

2.2 A Lifting/Supervisor coordinator must be appointed to develop the site specific SWMS, Lifting Plan, and to coordinate and manage crane operations on site.

2.3 All Plant and Equipment must be sourced through reputable suppliers with good track records and rigorous maintenance systems and records including training.

2.4 Noise emissions results are to be supplied for of all major plant and equipment operated on the Project. The Project team should adopt best practices in the in the control of noise emissions using a hierarchy of control process.

2.5 A Competent Persons will undertake and document inspections of plant and equipment prior to use and/or on a daily basis. Refer to Plant Inspection. Process Schedule and Checklist and Plant Register.

2.6 All major plant operations must be covered by Safe Work Method Statements (SWMS), which should be developed and agreed prior to commencement on site. Each EH&S critical operation should be covered by a site-specific SWMS that addresses site-specific impacts and risks such as the location of electrical services.

2.7 Major Plant should be used for the intended purpose, where the plant is proposed to be used for other purposes ie load shifting equipment used as a crane then this shall be undertaken.

a. Where it is impractical to use the appropriate plant b. A full assessment of impacts and risks of the operations is undertaken

2.8 All cranes procured for use on BLL projects must be suitable for the tasks they are required to perform, be in sound condition, and thoroughly inspected (with appropriate documentation). All cranes need to be inspected to meet the requirements of AS 2550.1 and 2550.4t, meet the manufacturer’s specifications, hold registration were required and all current safety requirements.

2.9 Operation Manuals will be provided for all Major Plant and the intended attachments to be utilised. 2.10 A Lifting Plan (including but not limited to assessment of impacts and risks, exclusion zones, lifting radius,

permits) will be developed for loads over 20t or of a high risk nature (ie multi-crane lifts). 2.11 All loads shall be slung and directed to good industry practice. Loads should not be cradled and waste

bins shall be slung using a minimum of 4 lifting points. 2.12 Load lifting shall be limited to one slung load unless undertaken as part of a rigging erection sequence or

an assessment of impacts and hazards are undertaken to reduce the risks of injury to those undertaking the operation.

2.13 Plant and equipment inspections should be carried out to a scheduled Inspection Test Plan with all plant and equipment operated on site entered in a site plant register. These BLL documents should be used where BLL hire plant and equipment for use on site or where the subcontractors do not have suitable documentation. The choice of documentation should be selected following a detailed assessment impacts and risks. Further examples of Inspection documentation can be also found relevant Australian Standards and/or in the “Subby Pack”.

2.14 NOTE: Any person slinging materials or equipment for lifting by mechanical means will be a qualified dogman.

3.0 Tower Cranes

3.1 All cranes must be thoroughly inspected by an independent, certified 3rd Party Inspector before use, after any significant alteration and at regular intervals (at least every 12 months) in compliance with manufacturer’s and legal requirements. Cranes with key parts (cab, slewing ring, and winch) that are more than ten years old must be subject to 3rd party inspections) every 12 months (immediate 3rd party inspections are required for such cranes in current use, unless they have had such inspection within the last six months). All 3rd party visual inspections should be inclusive of both the crane as assembled and the integrity of the crane’s parts (weld integrity, section and bolt compatibility, cable soundness, pulleys, controls, etc). Where any potential serious defect is noted during visual inspections, the crane must be taken out of service and a full examination of the part(s) must be conducted (eg using Non Destructive




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

Testing). 3.2 For the erection, alteration and dismantle of tower cranes the “Permit to Erect, Alter or Dismantle

Tower Crane Operations” will be completed and attached to the file by the BLL Site Manager/Crane Coordinator. The Site Manager should notify and consult the Projects EH&S Manager in this Operation

3.3 Where possible static cranes/lifting machines should only be erected, climbed or dismantled outside of working hours. Where this can not be undertaken due to circumstances such as weather/programme/timing effective exclusion zones based on an assessment of impacts and risk must be established to prevent danger to construction operatives and members of the public.

3.4 Wind speed meters shall be provided and used in all tower cranes and mobile cranes where specified by the manufacturer. Weather conditions will be monitored by the crane/lifting machine crew to ensure the safe working limits of cranes/lifting machines are not exceeded.

3.5 At least two means of communication should be maintained while crane operations are being undertaken ie two-way and whistle. Note: is it imperative that spare batteries are maintained for electronic communications. Where two or more tower cranes are on site or the addition of mobile booms working in close proximity, a risk assessment shall be carried out to review the risk of collision. Sites should ensure that a hierarchy of control approach is utilised. i.e.: remove the possibility o of collision via planning and layout, engineering controls such as anti-collision and range limiting etc and finally process such as vertical and horizontal communications process.

3.6 Separate SWMS or Operating procedures will be developed where more than one crane will be operating on a project. These procedures should clearly identify the process to prevent the collision of cranes/lifting machines.

3.7 Where personnel will be suspended in a work box or multi crane lifting operations be undertaken to the requirements of AS 2550.1 6.18, 6.18.1, 6.18.2, 6.18.3 legislative requirements and be supervised by persons with suitable experience (eg. Dogger/rigger). (Note: preference is to utilise a larger capacity crane over a multi / dual lift) Note: Operations manager and or EHS Manager approval is required if working from a crane box.

3.8 Where a project intends to install and use Tower/Static Concrete Placing Boom Pumps the project team should consider the following requirements

a. Engineering detail and certification for foundations and penetrations b. 3rd party Qualified Person Certification and inspections to manufacturers specification

and AS 1418.15 and 2550.15 (including approval of sequence of erection) c. Exclusion Zones and/or out of hours work d. Detailed SWMS for erection, alteration, use and removal e. Operator competence and certification f. Using hierarchy of control eliminate/minimise the use of harnesses in any operation. g. Access ladders are to be fenced /secure from un-authorised access. Note: the projects could utilise the requirements of “Permit to Erect, Alter or Dismantle Tower Crane Operations” to manage the installation of Tower/Static Concrete Placing Boom Pumps.

4.0 Mobile Crane / Lifting Equipment requirements

4.1 A mobile crane and its lifting components must be marked permanently and legibly in accordance with the

requirements specified in AS 1418.5: Cranes, hoists and winches – Mobile cranes. The markings must be in English with values in SI units.

4.2 All operator controls must be suitably marked to indicate their function and operation. The markings on the controls must be in English or international code. The crane’s computer is to be compatible with these requirements.



Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

4.3 Mobile cranes must have certified 3rd party annual inspections undertaken and a copy of the current

inspection available (crane safe or equivalent). 4.4 Mobile cranes more than 10 years old to have undergone a major inspection (to Australian Standards eg.

starts again in 10 years time). Ie 10 years old not 10 years hours worked. 4.5 Monthly inspections to be undertaken of the mobile crane by an appropriately qualified mechanic and

documented. 4.6 Mobile cranes with a rated capacity greater than 10 tonnes to be register with the relevant Regulatory

Authority and a current copy of the Certificate of Registration to accompany the crane 4.7 Vehicle loading cranes shall not be used for pick and carry operations. 4.8 Outriggers/ Stabilisers on both sides of the vehicle shall be fully extended or positioned in accordance with

the manufactures specification 4.9 All lifting gear to have annual 3rd party inspections undertaken by a NATA registered organisation and a

copy of these inspections to accompany the crane. 4.10 Monthly documented inspections of all lifting gear that accompanies the crane to be undertaken by a

competent person and listed on a Lifting Gear Register and accompany the crane. 4.11 Cranes to be operated only by the appropriately certified personnel. Dogman to also be appropriately

certified. 4.12 Suspended slabs will need to be verified and signed off by the appropriately qualified person i.e. Structural

Engineer and similarly certain ground conditions may need verification of the maximum allowable ground bearing pressure by a Geotechnical Engineer prior to starting.

4.13 The following manuals are to be supplied with the crane: – The operator’s manual – Service records (logbook)

5.0 Telehandlers, Forklifts and Electric Pallet Jacks with Crane Jibs / attachments

5.1 Crane jibs & attachments can alter the dynamic and operating characteristics of telehandlers, forklifts and

electric pallet jacks. When fitted, it may be necessary to down rate the machines rated lifting capacity, therefore advice and information must be sought from both manufactures of machine and attachment and written confirmation supplied stating that machine and jib /attachment are compatible. Where this is not possible, then a suitably qualified engineer should be consulted and the compatibility determined and relevant documentation submitted. The following must also be undertaken:

5.2 Separate rated capacity charts / data plate shall be provided for each attachment and be displayed in a

prominent position where the operator can see it

5.3 All lifting gear to have annual 3rd party inspections undertaken by a NATA registered organisation and be available.

5.4 Monthly documented inspections of all lifting gear that accompanies the machine to be undertaken by a competent person and listed on a Lifting Gear Register.

5.5 All removable attachments shall be marked permanently and legibly with the following minimum

information:

a. Name of the attachment manufacturer or authorised importer b. Model or type c. Serial number and year of manufacture




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

d. Mass of attachment e. Rated capacity

5.6 The following manuals are to be supplied with the machine and attachment:

a. The operator’s manual b. Installation instructions c. Service records (logbook)

5.7 Sites should ensure that operators have relevant tickets for machinery based on use ie; if you make a

forklift into a crane then the operator must have a “non slew crane” ticket.

5.8 Other means of erection should be considered before using jib attachments for construction of structural steel.

6.0 Earth moving equipment used as a crane:

6.1 Where earth moving equipment is to be utilised as a crane, the following should be considered:-

– Any person slinging a load shall be a qualified dogman. – Loads less than 3t can be slung by a competent person and the use of excavator is

appropriate. – Loads over 3t must be slung by dogmen and the use of excavator must be ascertained by

risk assessment.

6.2 The SWL shall be clearly marked legibly and indelibly on the dipper arm. All loads greater than 3t should be managed by dogger and Major Plant should be used for the intended purpose, where the plant is proposed to be used for other purposes ie load shifting equipment used as a crane then this shall be undertaken insert darren

6.3 Where it is impractical to use the appropriate plant, a full assessment of impacts and risks of the operations is undertaken

6.4 Loads shall not be suspended from bucket teeth or adaptors 6.5 The lifting point shall form a closed eye and be arranged that accidental unhooking of a load cannot occur. 6.6 The earth moving equipment shall be travelled only with arm and boom retracted to the minimum

practicable radius. 6.7 Where a quickhitch is fitted, loads shall only be suspended from the manufacturer’s designated lifting

point on the quick hitch unless a designated lifting attachment is used. 6.8 Host machine load rating charts shall allow for the additional mass of the quickhitch 6.9 Earth moving equipment where used as a crane (i.e a freely suspended load) must have Burst protection

(also known as Anti-Drop Valves) fitted to the boom and dipper arm.

7.0 Quickhitches Refer to GMR 2.7 8.0 Lifting equipment

8.1 Rubbish/material bins, Lifting cages, pipe boxes, duct cradles, man boxes first aid cages, kibbles etc to be

engineer designed and certified by a Structural Engineer and inspected monthly by a competent person and documented. All items shall be marked legibly and indelibly with the following information:



Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

– Individual identification number. – Safe Working Load – Tare weight

8.2 All equipment to be listed on Lifting gear registers where applicable.

9.0 Duct hoist / Lifters

9.1 All Duct hoists must incorporate safety gear so that they are fail safe in the event of a sudden failure of the hoisting rope under load. Outriggers should also be attached and form part of the hoist to provide increased stability, where fitted. The following must also be undertaken:

9.2 Each hoist is to have identification number and SWL shall both be marked legibly and indelibly.

9.3 A visual inspection of the entire length of the hoisting rope is to be undertaken by a competent person as part of a general weekly inspection.

9.4 Duct hoists to be listed on Lifting gear registers

9.5 Only proprietary fork extensions / attachments are to be used and only then in strict accordance with the manufactures instructions.

10.0 Chain, Wire & Electric Winches

10.1 Some intended anchorage points may need to be verified and signed off by an appropriately qualified

person i.e. Structural Engineer prior to use. Evidence to be provided by Employer that persons using winches are appropriately trained. Each chain hoist shall be permanently and legibly marked with the following information:

– Model type identification. – Serial or batch number. – Details of load chain as follows. – Nominal size. – Grade (quality). – Rated capacity hoisting. – Name or identification mark of the manufacturer of the chain hoist.

10.2 Wire and Electric winches shall have motion limits

– Model type identification. – Serial number. – Details of load chain as follows. – Nominal size. – Grade (quality). – Classification of mechanism of the chain hoist. – Rated capacity hoisting. – Name or identification mark of the manufacturer of the chain hoist. – Power requirements.

11.0 Access to flat beds and Delivery Vehicles

11.1 Access to flat beds, semis and delivery vehicles must only be via a safe stair or ladder access system. Personnel slinging / un-slinging etc or accessing these areas must be protected from falling off the load / back of the truck at all times.




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

12.0 RECORDS AND COMPETENT PERSON:

12.1 There are various ways to comply to the requirements in maintaining records of plant onsite with two methods listed below.

12.2 Prior to plant and equipment arriving/used on site;

• Subcontractor and /or supplier to provide documentation to certify the compliance of the plant and equipment to relevant Standards, Legislation and/or Manufacturer’s specifications and safe to use.

- This certification to be carried out by a Qualified person such as a plant mechanic, fitter, mechanical engineer, motor trades person. Note you should get name and certificate number.

- In some instances an item of plant and equipment may require a number of certifications by different Qualified persons (e.g. a crane or hoist may require Plant mechanic, Electrician and Rigger to certify different components or specific configurations to be used)

- Where the plant or equipment has a number of attachments, these must also be inspected and certified as fit for use in conjunction with the main item of plant or equipment by a Qualified person to the Manufacturer’s specifications (e.g. rock saw, quick hitch, rock breaker)

• The operator of the plant or equipment shall be sufficiently trained to be able to operate it competently and

safely

- Where required by legislation, the operator shall hold an appropriate certificate of competency. - Where no certification is required by legislation, the subcontractor must supply training records

which identify the specific type of plant and equipment the person has been trained in (e.g. sheepsfoot roller, “x brand” semi-automatic quickhitch).

As the BLL Project team member designated responsible for the Management of EHS, the Site Manager (or their delegate, e.g. Area Foreman) will verify the above documentation has been received, and confirm the general condition and type of plant and equipment by a visual inspection, prior to the equipment being used on site. The BLL Site Manager (or delegate) is to ensure that the plant and equipment is listed on the BLL Plant and Equipment Register.


– The Operator or Competent person shall undertake daily documented inspections of the plant using a

logbook or checklist which is relevant to the type of plant and equipment and the installed safety devices (i.e. don’t use a checklist designed to check a piling rig for a crawler crane, ensure specific safety alarms and limit devices, where installed, are inspected and tested daily)

– Where the same items of plant and equipment are used for different shifts, each shift Operator must conduct a documented inspection, as above (a separate second logbook/checklist may be required, or subsequent Operators need to countersign the first daily logbook/checklist entry).

– The subcontractor/owner of the plant and equipment should provide evidence of the manufacturer’s specifications detailing the ongoing service requirements (i.e. monthly, 200hrs-250hrs, yearly, 10 yearly etc.). Where no manufacturer’s specifications are received, BLL will request evidence of service on a monthly basis, unless another timeframe is specified by legislation or standards. (Use current BLL Plant and Equipment ITP as a guide to determine these other timeframes).

– All subcontractors to supply BLL monthly with evidence verifying that the plant and equipment on site has been maintained and serviced to the manufacturer’s specifications by a QUALIFIED person (i.e.



Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

plant mechanic, fitter, motor trades person, mechanical engineer etc).

– As the BLL Project team member designated responsible for the Management of EHS, the Site Manager (or their delegate, e.g. Area Foreman) must conduct EHS inspections of the plant and equipment to verify these service records, on a monthly basis.

– BLL Foreman to regularly verify subcontractor daily checks are conducted by a Competent person (usually the Operator), and documents this review (e.g. BLL Foreman diaries, EHS Self-Assessment Checklist etc.) on a minimum monthly basis.

– BLL Site Manager to verify BLL Foremen checks on plant and equipment, and documents this review (can be noted as part of the weekly EHS Committee inspection, or Site Manager review of Foremen diaries), on a minimum monthly basis.

– Construction Manager to verify Physical GMR No 2.5 conditions are met (i.e. cranes and hoists, aerial platforms and scissor lifts must have a competent driver, and certified and serviced by a Qualified person), and documents this review (e.g. monthly GMR inspection of plant with Regional EHS Manager, review of Site Manager’s inspections, Foremans’ diary) on a minimum monthly basis

13.0 Concrete Pumps

13.1 The siting of the pump is to be reviewed in consultation with the pump operator for suitability and any potential hazards/ risks that may exist prior to pumping operations beginning. Outriggers / stabilisers shall be fully extended unless the manufacturer specifies otherwise. Suspended slabs will need to be verified and signed off by an appropriately qualified person i.e Structural Engineer and similarly certain ground conditions may need verification of the maximum allowable ground bearing pressure by a Geotechnical Engineer.

13.2 All pump operators to be experienced and Boom pump operators to be holders of the National Certificate of Competency PB. Refer section 2.5 of the Means and Methods. A Certificate of Registration from a Statutory Authority is required for truck mounted concrete placing booms. Daily operators logbook to is to be completed prior to commencement of pours.

13.3 Concrete pour rates are to be taken into consideration when pouring vertical elements such as Jump/Slip forms, shear walls, columns etc with engineer’s advice being sought prior to pouring.

13.4 A concrete placing boom shall not to be used as a hoisting crane (e.g. picking up helicopters, extra lengths of rubber hose etc) and all warning and safety decals/stickers are to be in good order and legible.

13.5 Pipes and other equipment should be tested inline with the manufacturer’s recommendations and/or a minimum of monthly. Ultrasonic testing may not be suitable for twin wall pipes. Other suitable testing methods should be adopted such as the use of thickness testing callipers, increased inspection and increased monitoring of use, in terms of volume and type of concrete pumped. Piping which has a wall thickness, less than the manufacturer’s specified thickness for the pumping design pressure shall not be used. Rubber delivery hoses and tail end fittings are to be inspected for suitability for continued service at frequent intervals, based on the severity of use of the equipment. Rubber delivery hose should not to be kinked.

13.6 Each individual pipe section, bend, reducer is to be indelibly and legibly marked (e.g. numbered) so it can be readily identified against the record of test results in the logbook.

Related Information Suppliers / Resources Test Plan Site Plant Register Global Alert on Crane erection and dismantling


Issue date Last amendment date Revision No GMR 4.2 Competent Persons Page 1 of 5 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

Physical GMR #: 4 Compliance Area: Lifting & Slinging

GMR Subsection: 2 Competent Persons

Standard:

Adequate numbers of competent operatives (riggers/slingers) must be provided to safely plan and conduct all lifting operations.

All crane operators and slingers must provide proof of competence.

Clear communications must be provided and maintained between crane operators and signallers.

All loads must be safely slung by a competent person, within safe working limits of the lifting equipment, using hooks with safety catches, netting loose loads and attaching tie lines.

Daily lifting coordination meetings must be held where more than one crane is in use.

Means and Methods:


GMR 4.2 Competent Persons Check

1 All legislative and BLL minimum induction and training requirements will be met.

2 All certificates and licenses have been checked and copies taken or verified. 3 Lifting schedules are prepared and lifts over 20t have a safety review.

4 All high risk activities have specific lifting plan.

1.0 Definitions 1.1 Competency

The specific knowledge, skills and behaviours and the application of that knowledge, skill and behaviour to the standards of performance required in the workplace, as expressed in the relevant endorsed industry/enterprise competency standards or the learning outcomes of an accredited course. People can be deemed competent against the defined standards by the processes of either Competency Based Assessment or Training. Where no certification, qualification or endorsed competency standards exist, verification of the assessment of a persons skills and competency for the plant and equipment will need to be provided by the employer.

1.2 Qualified Person: a person who is the holder of a qualification ie Plant Mechanic, Plant Engineer, Motor Trades Person, Fitter Trades person etc to undertake the prescribed maintenance and service work on the plant and equipment .

1.3 3rd Party Inspector: Structural Engineer with 12 months experience in the design and inspection of tower cranes.

1.4 Competent Person: a person who is the holder of a certificate of competency in the operation of the plant or equipment, or an endorsed national competency standard (e.g. first aid, scaffolding, rigging etc).

2.0 Minimum Induction Training requirements

2.1 BLL are responsible to:


Issue date Last amendment date Revision No GMR 4.2 Competent Persons Page 2 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

– Ensure all persons are appropriately skilled or trained to undertake the work on site prior to commencing.

– Site induction training or skilling incorporates BLL and the Projects IIF vision. – Assessment of site based training and skilling should be based on a risk assessment basis of the

projects specific requirements – Ensure new BLL employees have undertaken the BLL and LL company and IIF inductions, and are

aware, trained and skilled in the EHS management systems ie Bluebook, ProjectWeb and Webcare where required.

– Ensure all persons associated with the Project have undertaken the mandatory legislative training and inductions ie General Industry Construction Induction, Site Induction, and Task Specific (Safe Work Method Statement) Induction

– Ensure the BLL EHS Competency Matrix and EHS competency assessment and training activities are implemented.

– Undertake and document an assessment of the BLL project skills and staff training needs. – Ensure subcontractors maintain skilling and training records of their employees or persons

undertaking work for them on the project. – Maintain a Project EHS Skill and Training Register of BLL team members

2.2 Construction Industry General Induction Training

All people responsible for construction work and all people carrying out construction work should hold the current Construction Industry General Induction Training certification. The following table provides further guidance on who should hold an industry induction card, and who is excluded from the requirements as per the draft “National Code of Practice for Induction Training for Construction Work”.

INDUSTRY INDUCTION TRAINING

REQUIRED INDUSTRY INDUCTION TRAINING NOT

REQUIRED Construction Workers – employees, labour hire, self employed, work experience students, concrete placement and/or laying activities, operation of concrete pump.

Visitors, couriers, student/careers/community groups observing work, food van employees under escort of supervision (must be accompanied at all times)

Construction supervisors – foremen, engineers, leading hands, superintendents

Government inspectors (WorkCover, Local Government/Council), emergency personnel, or people authorised under right of entry legislation

Professional BLL staff (project managers, site managers, construction managers, EHS co-ordinators or managers, Ops managers), and professional consultants/contractors (eg architects, designers, surveyors, preparatory works engineers) who spend time on a site unaccompanied and who are responsible for elements of construction – eg inspections, audits, which require direct and active interaction with the construction process

BLL staff and consultants, contractors (eg interior designers, trainers, estimators) observing but not carrying out construction work (must be accompanied at all times)

Cleaners who work on construction sites People undertaking minor maintenance in existing buildings where there is no construction work being undertaken.

Fit out, shopfitting, carpetlaying, curtain and blind installation etc

Off site manufacturing

Delivery work involving the movement of mobile plant on site (other than delivery vehicles), drop off and assemble/install

Delivery work involving only drop off or pick up to designated area.




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g

2.3 The following Construction Industry General Induction Training certification will be acceptable in all eastern States of Australia by mutual agreement between the relevant OHS Regulatory Authorities:

– NSW (green/white cards), – Queensland (Blue cards) – Victoria (Red cards). – Note card should correspond to the state you live in. i.e.; if you live in NSW then you must

have a white card.

3.0 Crane Operators’ qualifications & experience 3.1 All crane operators are required to prove their qualification by producing a valid certificate of competency

which covers the size and type of crane that they intend to operate on site. Operators must be trained and inducted into the particular type of crane they operate.

3.2 All doggers / slingers are required to prove their qualification by producing a valid industry ticket.

4.0 Lifting co-ordination

4.1 Daily co-ordination of lifting to occur. 4.2 Details of lifting operations and areas to be closed to general access, are to be adequately

communicated with appropriate lead times to assist any required procedure adjustment of near proximity work

4.3 All BLL sites shall nominate a Lifting Supervisor whom will be responsible for ensuring all lifting activities are carried out as per the agreed and approved plan

5.0 Codes for National Certificates of Competency:

Scaffolding, Dogging, Rigging

SB Basic scaffolding

SI Intermediate scaffolding

SA Advanced scaffolding

DG Dogging

RB Basic rigging

RI Intermediate rigging

RA Advanced rigging

Load Shifting

LF Forklift truck (also used to evidence competency for use of telehandler under 3 tonne, along with confirmation of training in the type of telehandler)

TO Turbine operation

ES Reciprocating steam engine operation

Crane and Hoist

CT Tower cranes

CP Portal boom cranes

CV Vehicle loading cranes

CD Derrick cranes

CB Bridge and gantry cranes

CN Non-slewing mobile cranes (telehandler over than 3 tonnes)

CS Self-erecting tower cranes


Issue date Last amendment date Revision No GMR 4.2 Competent Persons Page 4 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

4 – L

iftin

g &

Slin

ging

LO Order picking forklift truck

LL Front end loader

LB Front end loader/backhoe

LS Front end loader of the skid steer type

LE Excavator

LD Dragline

Pressure Equipment

BB Basic boiler operation

BI Intermediate boiler operation

BA Advanced boiler operation

C2 Slewing mobile cranes (up to 20 tonnes)



C0 Slewing mobile cranes (open/over 100 tonnes)

HP Hoists (personnel and materials)

PB Concrete placing booms

HM Materials hoist (cantilever platform)

WP Boom type elevating work platforms (boom length exceeds 11 metres)

6.0 Prior to plant and equipment arriving/used on site

6.1 Subcontractor and /or supplier to provide documentation to certify the compliance of the plant and equipment to relevant Standards, Legislation and/or Manufacturer’s specifications and safe to use.

– This certification to be carried out by a Qualified person such as a plant mechanic, fitter,

mechanical engineer, motor trades person. – In some instances an item of plant and equipment may require a number of certifications by

different Qualified persons (e.g. a crane or hoist may require Plant mechanic, Electrician and Rigger to certify different components or specific configurations to be used)

– Where the plant or equipment has a number of attachments, these must also be inspected and certified as fit for use in conjunction with the main item of plant or equipment by a Qualified person to the Manufacturer’s specifications (e.g. rock saw, quick hitch, rock breaker)

6.2 The operator of the plant or equipment shall be sufficiently trained to be able to operate it competently

and safely

– Where required by legislation, the operator shall hold an appropriate certificate of competency. – Where no certification is required by legislation, the subcontractor must supply training records

which identify the specific type of plant and equipment the person has been trained in (e.g. sheepsfoot roller, “x brand” semi-automatic quickhitch).

6.3 As the BLL Project team member designated responsible for the Management of EHS, the Site Manager

(or their delegate, e.g. Area Foreman) will verify the above documentation has been received, and confirm the general condition and type of plant and equipment by a visual inspection, prior to the equipment being used on site.

6.4 The BLL Site Manager (or delegate) is to ensure that the plant and equipment is listed on the BLL Plant

and Equipment Register.




Ph

ysica

l GMR

4 – C

rane

s & L

iftin

g


7.1 The Operator or Competent person shall undertake daily documented inspections of the plant using a logbook or checklist which is relevant to the type of plant and equipment and the installed safety devices (i.e. don’t use a checklist designed to check a piling rig for a crawler crane, ensure specific safety alarms and limit devices, where installed, are inspected and tested daily)

7.2 Where the same items of plant and equipment are used for different shifts, each shift Operator must

conduct a documented inspection, as above (a separate second logbook/checklist may be required, or subsequent Operators need to countersign the first daily logbook/checklist entry).

7.3 The subcontractor/owner of the plant and equipment should provide evidence of the manufacturer’s

specifications detailing the ongoing service requirements (i.e. monthly, 200hrs-250hrs, yearly, 10 yearly etc.). Where no manufacturer’s specifications are received, BLL will request evidence of service on a monthly basis, unless another timeframe is specified by legislation or standards. (Use current BLL Plant and Equipment ITP as a guide to determine these other timeframes).

7.4 All subcontractors to supply BLL monthly with evidence verifying that the plant and equipment on site has

been maintained and serviced to the manufacturer’s specifications by a QUALIFIED person (i.e. plant mechanic, fitter, motor trades person, mechanical engineer etc)

7.5 As the BLL Project team member designated responsible for the Management of EHS, the Site Manager

(or their delegate, e.g. Area Foreman) must conduct EHS inspections of the plant and equipment to verify these service records, on a monthly basis.

- BLL Foreman to regularly verify subcontractor daily checks are conducted by a Competent person

(usually the Operator), and documents this review (e.g. BLL Foreman diaries, EHS Self-Assessment Checklist etc.) on a minimum monthly basis.

- BLL Site Manager to verify BLL Foremen checks on plant and equipment, and documents this review (can be noted as part of the weekly EHS Committee inspection, or Site Manager review of Foremen diaries), on a minimum monthly basis.

- Construction Manager to verify Physical GMR No 2.5 conditions are met (i.e. cranes and hoists, aerial platforms and scissor lifts must have a competent driver, and certified and serviced by a Qualified person), and documents this review (e.g. monthly GMR inspection of plant with Regional EHS Manager, review of Site Manager’s inspections, Foremans’ diary) on a minimum monthly basis


This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No Physical GMR 5.1 Temporary Supply Page 1 of 6 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 5

Elec

trica

l Saf

ety

Physical GMR 5 Compliance Area: Electrical Safety

GMR Subsection:

1 Temporary Supply

Standard:

Electrical supply panels must be sufficient in number, inspected before use by a competent person, located in close proximity to work areas to minimise trailing cables and secured to prevent unauthorised access.

All electrical circuits must be protected by an ELCB or RCD, fitted at source and regularly checked.

All electrical cables, cords, plugs and sockets used on projects must be suitable for construction use, in good condition and regularly inspected.

Supply boards, cables and cords must be safe by design, and located or protected so as to avoid physical damage by vehicles, water, etc. (e.g. by elevation or armour).

Means and Methods:

Leads kept off the ground at all times

Lead stands fixed to Reo

Temp boards with lead stand and base

Highlighting under ground cables or cables behind or in immediate

vicinity conduits in walls.



Ph

ysica

l GMR

5 El

ectri

cal S

afet

y

ALL cables must be bent over and taped back

Live cable underground areas marked in yellow

Mechanical protection to temporary lights

Mechanically protected temporary lights

Facility provided to add on SPDB without working live by

isolating the junction box

Doors not to be left open risk of cutting leads.

Example of SPDB

Leads and power kept suspended



Phys

ical G

MR 5

Elec

trica

l Saf

ety

Mechanical protection provided over frames where risk of

cable damage.

Access to SPDBs MUST be clear and unobstructed

Area around SPDB to be clear, dry and well lit

Mobile DB. Note cable management needs to be addressed

MAC Area signage

Note site offices are not immune to electrical fire

Comestice multi point power boards not to be used

MAC Area signage



Ph

ysica

l GMR

5 El

ectri

cal S

afet

y


Definitions

• Main Switchboard (MSB). Usually only 1 per site but could be more on larger projects.

• Main Distribution Board (MDB). Usually one per area.

• Site power distribution board (SPDB). The switchboard used for feeding plug in type equipment. 1.0 Distribution boards (DB’s)

1.1 Electrical site temporary supplies will be protected by ELCB / RCD that is tested every 1 month minimum.

1.2 All Main Distribution Boards (MDB) and Main switch boards (MSB) will be kept locked and access to boards unobstructed, clear and dry (consider gravel in front with free drainage).

1.3 Site Power Distribution boards (SPDB) will be provided in sufficient quantities so that power leads run from them will be max 35m. (1.5mm2).

1.4 DB’s will be tested and tagged by a licensed electrician (A Grade) monthly as a minimum. Injection testing will record Milli. seconds.

1.5 SPDB’s will have a lockable cover and will have cable access that allows door to be closed and no damage to cables (ie: through base). Note: live boards will always have access to main switch.

1.6 SPDB’s will have signage and will as a minimum have: - Site electrical contact (name and mobile number) - Plus statutory signage. 1.7 Water coolers not to be located near SPDB’s where possible. If no other suitable location is available

then ensure adequate drainage is in place to ensure no water near board. 1.8 Temporary site power switch boards require:

1.8.1 Cable entry management (holes in base of DB) 1.8.2 Lockable cover 1.8.3 Signage noting electrician contact details 1.8.4 Locked RCD cover (to prevent re-set of RCD and circuit breakers by unauthorised

personnel 1.8.5 Dry access around it

GMR 5.1 Temporary Supply Check

1 No WORK ON LIVE electrical.

2 Licensed electricians to confirm power is dead before cutting (no wanding - volt stick)

3 All cables, gpo’s devices and fittings to be tested with a voltmeter before touching – don’t rely on turning circuit off.

4 All temporary live cables to be identified with yellow tag tape min every 3 metres. 5 All temporary cables to be suspended off floor and insulated from metal.

6 “A” Class licensed electrician only is to carry out all testing and tagging.

7 All cable ends folder over and taped with electrical tape. (regardless of stage of project)



Phys

ical G

MR 5

Elec

trica

l Saf

ety

1.8.6 Riser bracket with an insulated hook (to ensure leads are elevated after connection) 2.0 Cables and wiring

2.1 Temporary electrical cabling will be marked with yellow tape minimum every 3m and visible in every room / area that it passes.

2.2 Temporary electrical cabling will be of robust construction where it is exposed in stairways / scaffold. i.e.; mechanically protected by conduit.

2.3 Temporary electrical cabling is not to be attached to metal structures, scaffolding ceiling grid and the like except where insulated in conduit. This includes not laying cables over ductwork and sprinkler pipe.

2.4 Temporary electrical cabling should generally be kept above ground, highly visible and well clear of vehicles and pedestrians over roadways flagged.

2.5 Every cut cable end must be folded over itself and taped to prevent eye damage and electrical shock (in event of accidental energising).

2.6 Reinforcing tie wire must not be used as a means of securing electrical items, including cables and conduit.

3.0 Leads and power tools 3.1 Leads (and power tools) will be tagged and registered tested minimum monthly by a licensed

electrician. Faulty leads and tools to be removed from service immediately and tagged as not for use. 3.2 Leads are to be suspended off the floor on insulated hooks or run in areas where they will not be

tripped over, trodden on or driven over. 3.3 Leads are not to be joined end to end and are to be maximum 35m long. Note: Leads can not be joined

even by an “orange box” portable RCD. 3.4 Consideration should be given to battery tools in preference to electrical and battery charging stations

should be installed to encourage use of cordless tools. 3.5 Domestic type multi-way power boards must not be used on sites. 3.6 Domestic type powerboards should not be used in site offices, it is preferred to use fixed GPOs or RCD

boxes. If that is not appropriate (due to duration etc) the powerboard must be: 3.6.1 Fixed either vertically or to soffit (so that paper clips / staples can not enter pin points) 3.6.2 Never piggybacked 3.6.3 Tested 3 monthly by A grade electrician

4.0 Best Practice Audits 4.1 Best practice sites will have an independent 3 monthly audit on the temporary electricals.

5.0 Temporary power cable location 5.1 Cabling for mains / sub mains which are not RCD protected MUST be mechanically protected



Ph

ysica

l GMR

5 El

ectri

cal S

afet

y

6.0 Underground Temporary Power

6.1 All underground cabling shall be minimum depth of 600mm, laid with warning tape place 300mm above conduit.


AS 3012 – Temporary Electrical

IF Cable under beam, it should be mechanically protected.

Recommended zone for locating cables as this provides a level of protection 150

150


Issue date Last amendment date Revision No Physical GMR 5.2 Work on Live Systems Page 1 of 10 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 5

Elec

trica

l Saf

ety

Physical GMR #: 5 Compliance Area: Electrical Safety GMR Subsection:

2 Work on Live Systems

Standard:

Works on live electrical systems should be prohibited, unless required for testing and commissioning. Where work on live systems is carried out, effective precautions must be taken to prevent electric shock.

Lock Out - Tag Out (LOTO) and a Permit to Work system must be used to ensure energised systems are locked off and de-energised before work is conducted upon them.

Means and Methods:

Locking Device used to lock individual circuit to prevent operation of the MCCB (without ram) in “OFF” condition

Multi lock out devices should be used for circuits supplying power to another electrical contractor eg: mechanical /

sprinkler / lift etc.

Signage noting cables being made live during transition

period Key tag and system numbers

Good practice – reminder tag on testing equipment

Lock out tags must be used when isolated

NOTE: ALL TESTING EQUIPMENT MUST BE PROVEN ON A KNOWN LIVE SOURCE BEFORE AND AFTER TESTING.



Phys

ical G

MR 5

Elec

trica

l Saf

ety

Make sure cover plates are not missing

Signage re live cables

Noting live boards

Signage re RCD protection required during commissioning

Signage re live cables

MAC signage


GMR 5.2 Work On live Systems Check 1 Design and risk assessment have taken ALL steps possible to reduce / negate need for

work on live. This shall include segregation and permanent shrouding etc. introduced through design.

2 Design takes into account segregation to reduce risks with work on live.

3 Any work on live is carried out after a full risk assessment, SWMS and Permit is approved.

1.0 PROCEDURE FOR WORKING AROUND LIVE POWER.



Phys

ical G

MR 5

Elec

trica

l Saf

ety

1.1 Introduction

This requirement has been developed to assist BLL in managing electrical hazards associated to works within any building which is not being powered entirely by “Temporary Construction Power”. Project budgets and contractual requirements for contractors need to consider this requirement.

Electrical work is covered by a range of Federal/State/Territory Legislation and A/NZ Standards, Codes of Practice and Guides some of which are referenced at the end of this document. In some instances the legislation or Codes may require more than this requirement.

Before Projects develop and agree final Safe Work Method Statements for the safe work procedures for working in the vicinity of electrical services the relevant documents and persons (electricians, supervision, etc) undertaking the work should be consulted

1.2 Working around live – special considerations :

MAC - Major Area of Concern

Working in an area where the possibility exists of coming into contact with the live site wiring. Areas which fall in this category include but are not limited to the following:

– Working in ceiling spaces. – Working within or the penetration of masonry or stud walls or concrete columns. – Penetrating concrete slabs – Working within risers, switch room or enclosed areas

The major areas of concern shall be known as a MAC

The following actions are to be conducted where working in a MAC area.

1.3 ENSURE NO LIVE ELECTRICAL WORK SHALL BE CARRIED OUT

1. All electric shocks and near misses (regardless of how minor the incident) must be reported to your Operations and EH&S Managers immediately after the effected person has been attended to and the area made safe. Do not move anything or clean the immediate area (unless a safety issue exists) until the EH&S/Operations Manager or his representative has personally inspected the area.

2. BLL are to identify MAC zones and define and mark up such areas on staging drawings and locate adjacent to each entry to the MAC area and add to the BLL Impact and Hazard Risk Assessment.

3. All contractors engaged to perform work on a BLL work site shall be notified by BLL of nominated MAC areas. Identified MAC areas may change during the course of the construction and as such, the BLL nominated areas shall be used as a guide only. It is the responsibility of the contractor to identify all MAC’s applicable to their trade.

4. BLL shall engage a nominated electrical contractor to carry out the following works within each MAC area: – Isolate live cables where possible, within the MAC area – Where possible connect live cables within a MAC to earth leakage protection. – Identify and label and protect where possible all live cables that remain within the MAC area



Phys

ical G

MR 5

Elec

trica

l Saf

ety

including rogue cabling. – Relocate electrical and communications cables that interfere with the works to be carried out

within the MAC area. – Return the MAC area to its original state after all work has been carried out and inspected. – Be responsible for the Danger Tag / Isolation procedures required to perform these works.

Due to the possibility of error and time delays between the initial inspections and the commencement of the works, it is not possible to guarantee that all live cables are identified with each MAC at the time the actual work is carried out.

5. BLL shall ensure that all contractors have their MAC SWMS hold points certified by both BLL and the nominated site electrical contractor, clearing the MAC of hazards BEFORE work commences.

6. BLL sites are to include within their tool box talks for communication and consultation purposes, the topics “Working Safely within Major Areas of Concern and “Working with cables in a MAC” and that “All involved must always assume the cables remain a hazard” The content of this training/consultation shall be forward to BLL for comment.

7. All contractors shall produce SWMS for each MAC area, identifying the risks, hold points, testing procedures and identify methods of eliminating / reducing the risks etc.

8. All contractors forward appropriate documentation to BLL detailing training, SWMS, tool box talks specifically associated with working within a MAC area.

9. Contractor’s site employees shall be spot checked to ensure that they are aware of their companies MAC SWMS and they fully understand and follow the requirements of the document. Note: SWMS & procedures MUST be held by all electricians working in MAC area.

10. All contractors site employees shall be issued with PPE (as determined by that companies SWMS) and shall wear such PPE whilst working in a MAC. (over and above BLL site PPE requirements).

11. Drilling & cutting. Any works requiring drilling or cutting into areas, materials or structures that MAY contain live electrical shall be thoroughly investigated prior to works. An electrician is required to sign off prior to drilling / cutting within 1 m of any alignment of a GPO or electrical fitting, light switch.

2.0 PROCEDURE FOR TRANSITION FROM TEMPORARY TO PERMANENT POWER

2.1 PRIOR TO ENERGISING

a. The area and /or service to be energized will be confirmed with the BLL Supervisor responsible for the area or service. The energisation procedure will be reviewed by an independent third party or peer review.

b. Area to be checked, tested and commissioned in accordance with the electrical contractors agreed testing and energisation procedure. Ensure all cables and equipment are terminated. Record all details of tests.

c. Site safety committee is to be made aware of the area proposed for energisation.

d. Site personnel, including supervisors to be made aware of the area proposed for energisation. Place signage in areas agreed.



Phys

ical G

MR 5

Elec

trica

l Saf

ety

e. All notices and forms are to be submitted to the relevant authorities within the correct time frame. (Certificate of electrical safety / compliance or equivalent etc.).

f. Where an authority or independent inspection is required or specified, this shall be carried out prior to energising and any correspondence resulting from this inspection shall be forwarded to BLL for filing.

g. A completed “Certificate of Energisation” and/or “Energising Procedure Notification”, must be submitted to BLL before energisation.

h. A marked up plan shall be displayed clearly showing energised areas. The plan is to be colour coded and must be displayed in the areas agreed. These areas may include:

i. Adjacent to Alimaks at amenities levels. ii. Site notice board in the amenities area iii. Site safety-meeting minutes iv. Others as determined by the on site staff.

i. All areas, switchboards and / or large items or electrical equipment, once energised, shall have prominent warning signs attached. All warnings signs to be professionally printed / sign written, and large enough to be clearly visible fro a distance of 3 meters, computer generated sheets to be laminated.

j. Generally areas / items to be completed prior to energisation. Where this is not possible / practical, ensure that:

i. Incomplete circuits are not terminated at the switchboard (active and neutral). ii. Junction boxes are fixed at unterminated cable ends, with any cabling mechanically

protects. iii. Where possible switchboards will only be energised when all circuits are completed

and terminate. k. Temporary power switchboards shall remain energised for as long as practical.

l. Temporary cabling. Ensure all temporary cabling in areas to be energised has been removed, or where this is not possible, cables terminated in accordance with codes and standards. (so as to avoid having to access temporary cables through permanent energised cables)

2.1 AFTER ENERGISING

m. The area/ service shall be immediately re-checked by the licensed electrician responsible, prior to other trades persons entering the area (in accordance with electrical contractors agreed energisation procedure).

n. When switchboards are energised, all protective devices are to be switched off, so that circuits can be energised and checked one at a time.

o. Following live testing, areas shall not be left energised if not required.

p. Where possible, switchboards (permanent) are to be kept locked. All switchboards to have a label attached stating the following:



Phys

ical G

MR 5

Elec

trica

l Saf

ety

i. The date of initial energising ii. Contact name and phone number of the person holding the key to the switchboard (if

lockable). iii. If not lockable, a control measure to be put in place to restrict access to qualified

persons only. iv. Warning signage to switchboard doors.

q. Where energising of general purpose outlets has taken place, signs are to be placed in the area warning that GPO’s are not to be used.

r. Where temporary power boards have been removed, and permanent GPO’s are to be used as the source of construction power, the circuits feeding theses GPO’s must have RCD protection. GPO’s used for construction power to be clearly identified, and the RCD feeding these GPO’s shall be tested, tagged and recorded monthly.

s. Where the source of construction power is to be via portable RCD units, these units shall be 10 amp. Heavy duty type (usually orange) and be tested, tagged and recorded monthly, with a push-button test carried out daily, all in accordance with AS3012.

NOTE: after energisation and temporary construction power is removed and tradesmen are using house power therefore portable ELCB units must be used and signage provided to note that power is on.

3.0 ISOLATION, LOCK OFF PROCEDURE

3.1 Always test prior to touching (THIS IS MANDATORY). The circuitry labelling MAY BE WRONG so don’t take the chance.

3.2 The electrical equipment applicable to this procedure must be isolated from supply by either opening switches, switching off circuit breakers (and rack out if possible), or removing fuses. Following isolation, the circuit isolating device shall be secured in the open position and locked out where possible. Alternatively isolation may consist of disconnection and removal of the cabling from the control device. Where this system of isolation is adopted all active plus neutral and earth conductors forming the circuit must be removed. The isolating device must then have a tag attached in accordance with the Tag procedure.

3.3 Test using proven equipment which has been tested immediately prior. Volt sticks or similar are not an acceptable testing device to confirm that power is OFF, these can only be used to confirm power is ON.

4.0 TAGGING PROCEDURE

4.1 Tag shall be of professional manufacture with reinforced eyelets. Tags to be attached with non conductive ties or fasteners / and be individually numbered.

4.2 This procedure shall be utilised in any situation where work is to take place on or near to energised circuits and / or equipment, and in particular whilst being repaired, modified, tested and commissioned.

4.3 Where practical warning tags shall be placed at all points of the switching, isolation or disconnection. No device shall be operated whilst a lock or tag is attached.



Phys

ical G

MR 5

Elec

trica

l Saf

ety

4.4 Tags shall contain the following information, clearly visible. a) The reason for the tag being attached b) The date the tag is attached c) The name, company and contact phone no. of the person attaching the tag.

4.5 The tag shall be documented in a tag register held at the site and controlled by a nominated person.

4.6 The tag shall only be removed by the person who attached the tag, or in their absence their immediate superior after familiarising themselves with the reason for the tags presence.

4.7 In some situations multiple locks and tags may be required. One or more may belong to other contractors and / or other trades. In these situations all tags and locks must be signed off and removed prior to energisation.

5.0 NO LIVE WORK POLICY

5.1 Bovis Lend Lease have a “no Live Work Policy”. No person shall undertake a task or carry out work on or in the immediate vicinity of energised bare (i.e. not insulated) live conductors unless approval from regional EHS manager. The following steps should be considered in the first instance:

a) Can energised equipment be safely isolated b) If a. above cannot be achieved, can the work be rescheduled to a time at which the equipment

may be isolated.

5.2 WORKING ON OR IN THE VICINITY OF BARE ENERGISED CABLING CONDUCTORS OR EQUIPMENT INCLUDING SWITCHBOARDS ITEMS TO BE CONSIDERED AS PART OF A SWMS.Works may only proceed on or in the immediate vicinity of an energised source after the following steps have been taken. To carry out works in this manner shall always be as a last resort and after complying with the following procedure:

a) A comprehensive SWMS shall be prepared and submitted to the Bovis Lend Lease regional EH&S manager for approval. Work shall not proceed until a written approval has been obtained. This approval may take up to 7 working days.

b) All persons who may be involved in the works shall have input into the above S WMS, and shall ensure that the procedures adopted shall not compromise the safety of themselves or their fellow workers.

c) The attached sheet titles “working on or in the vicinity of energised cabling or equipment including switchboards”, shall be used as a guide in preparing the above SWMS.

d) A letter from the client noting that power can not be isolated. 5.3

a) Form of segregation of Switchboard. Which compartments are energised?

b) Fault Level / Protection. The higher the fault level the greater the danger



Phys

ical G

MR 5

Elec

trica

l Saf

ety

c) Proximity to energised equipment. Including other compartments.

d) Method and security of isolation by others. Supply authority, building manager, other sub contractor.

e) Inspection of proposed work and a sketch. Familiarisation with situation

f) Temporary barriers or shrouding. Consider risks associated with installation

g) Method of cutting penetrations. Filings. Can section or gland plate be removed?

h) Use of PPE. Hearing, glasses, Rubber Gloves (electrical quality and condition). Etc. i) Clothing. Full skin cover. Cotton, not nylon. Non Flammable. Consider full face mask. j) Use and type of work platform. Secure and positioned to suit task performed. k) Type and calibration of testing instruments and proof of satisfactory operation l) Insulated matt or similar. Electrical quality m) Barriers, Signage etc. to keep area isolated. Must not impair speedy egress if req’d

n) If power to area isolated, auxiliary power must be available for tools and lighting, etc. o) Number, qualification and experience of tradespersons undertaking the task. A minimum of 2 no.

tradespersons must be present, one of whom must hold a current first aid certificate. (level 2) . The first aid person must not be performing the work.

p) A plan must be in place for removal or a person from an energised source. Use a non conductive material without skin contact.(i.e. live rescue kit)

q) Use of correct tools. If insulated in good condition. No shifting spanners etc. r) Safety equipment including fire extinguisher etc. adjacent. s) Area clean at all times, No rubbish, equipment or trip hazards to delay safe exit. t) No metallic or conductive jewellery to be worn. Glasses may require securing. u) Lock out or secure remote supplies. May include aux. Generators UPS’s or auto change over

systems.

v) Address vacuuming, cleaning and testing at completion. Document QA checks including visual, insulation, phase rotation etc. and record results.

w) Consider company Energisation, Tag and Lock out Procedures associated with the works x) All work to be carried out in a manner which minimised risks, and which ensures no danger to

persons performing the work y) All persons engaged in the works must be inducted into the procedures relating to the safe

implementation of works. All tradespersons must sign off the SWMS . It should then be displayed at the entry to the area where the work is to take place, in a position where it can easily be referenced as work proceeds. At a determined point during the works the SWMS should be reviewed and any changes required must be documents and tradespersons re-inducted.

6.0 WORK IN CEILING OR WALL CAVITIES (EXISTING OR PRE EXISTING)

6.1 Remove enough ceiling or wall sheeting or tiles to expose and gain entry to the ceiling or wall space. 6.2 Two (minimum) qualified, competent and experienced tradespersons to be involved in this procedure. 6.3 Isolate all cabling at their known source of supply. (see tag / lock off procedure). 6.4 Test all cabling to ensure isolation. Particular attention required to:

a) Rogue cabling. (ie Energised from another source.)



Phys

ical G

MR 5

Elec

trica

l Saf

ety

b) Cabling fed remotely. (house services DB etc) c) Equipment fed from a light sensor, time clock, or other remote device d) Equipment controlled remotely. (PLC, Th/stat.,Float switch etc) e) Other as applicable.

6.5 Highlight cabling which remains energised

f) ATM including associating security lights g) Security systems and security lighting h) Comms. Cabinets i) Other as applicable

6.6 Ensure prior to other trades carrying out ceiling works, the designated work area is thoroughly rechecked. Relocate or secure all cabling (where possible) clear of work area.

6.7 Persons carrying out ceiling works to have SWMS’s Identify risks, complete with management of these risks, Mechanical protection may be required adjacent to cabling and no any sharp or protruding materials for additional protection. This particularly apply to :

j) Sprinkler pipes k) Hydraulic, Gas refrigeration or other metallic pipes l) Air conditioning ducts m) Metal plaster support channels.

Hot works in the immediate vicinity would require more specific consideration. 6.8 Penetrations through floor slabs. Prior to drilling / coring all efforts should be made to determine the

location of any cabling run within, or directly under the floor slab. This may include:

n) Check as installed drawings, if available o) Use of cable detector. (not generally recommended if steel present) p) Check slab at switchboard locations to determine if conduits and / or cables enter / exit the slab. q) Check from within the ceiling of the floor below the existence of cabling secured to the underside

of the slab. 7.0 ENERGISATION PROCEDURE 7.1 Prior to energising carry out all tests as required by AS3000 and AS3017. Also ensure all QA sheets

applicable to the area have been completed. Appropriate PPE equipment must be worn or available as requires. Atleast 2 no. (min) appropriately licensed persons to be involved in the testing and subsequent energisation. At least one of these persons must have a current level 2 first aid certificate. This person must not be involved in any aspects of the commissioning which could result in contact with an energised source. Means of communication must be immediately available to ensure contact with medical or other assistance as required. A list of contact phone numbers must be on hand for use in emergency situations. Proven (immediately prior on a known source), currently calibrated meters and



Phys

ical G

MR 5

Elec

trica

l Saf

ety

equipment to be used.

7.2 Check the area to ensure all circuits have been terminated. Any circuits not completed and tested to be fitted with junction boxes, or the cables (both active and neutral) must be disconnected at the switchboard or source of supply.

7.3 Notify the site principal of the intended energisation and ensure the site team are aware and have approved the proposed energisation. Ensure the area to be energised is isolated from all persons except those involved with the energising Signage, Barriers etc. may be required. An exit plan to quickly evacuate the area must be in place. A plan to remove a person from an energised source must also be in place.

7.4 Fill out and submit to the relevant authorities the documentation required prior to energisation. If inspections are required by the authorities ensure these inspections are carried out. Rectify any defects resulting from the inspection.

7.5 Prior to commencement signage to be prominently displayed stating Area / Equipment under commissioning. At commencement all circuits will be tagged and switched off and locks fitted where possible. Circuits will then be switched on and tested one by one. Any circuits not required for immediate use will be switched off again on completion of testing. IF circuits are to remain energised then appropriate and agreed warning signage shall be place din prominent areas. Also check to ensure ongoing construction works can not impact onto energised cabling or equipment. Additional mechanical protection may be required.

7.6 At no stage during the energisation / commissioning works shall the area be left unattended whilst circuits or equipment are energised.

7.7 All signage used in connection with the works shall be of a prominent and professional nature. Computer generated signage may be acceptable.

7.8 Areas must only be energised where clear and known boundaries can be defined.

7.9 If the energised area is fed via a separate supply to the rest of the premises then signage must clearly indicate the exact location of the supply source.

7.10 Ensure all equipment room, including switch room, doors are kept locked and appropriate signage installed. A key availability procedure to be agreed and controls put in place.

7.11 All trades persons involved with the testing and or energisation procedure must be inducted into these procedures prior to commencement of these works.



Issue date Last amendment date Revision No Physical GMR 5.3 People and Tools Page 1 of 2 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 5

Elec

trica

l Saf

ety

Physical GMR #: 5 Compliance Area: Electrical Safety GMR Subsection:

3 People and Tools

Standard:

Only competent licensed electricians should be allowed to work on electrical circuits and equipment

All electrical tools and equipment operating off the site supply must be regularly inspected (monthly), tested and marked as safe to use.

Means and Methods:

Lockable cover over RCD’s and circuit breakers with access hole in cover to operate main isolator. DIN 10 amp outlet for

RCD testing of lighting circuits.

Leads with internal twisting (pigtailed) must not be used

Leads must be suspended NO EXCUSES!!!

Adequate facilities for charging cordless tools must be

provided. Battery charges not to be left on boards.


GMR 5 .3 People and Tools Check

1 All electricians to be licensed and copies provided to BLL.

2 Electrician’s apprentices and trades assistants shall work under supervision.

3 Tools used for the testing of live circuits should be tested on known live sources immediately prior to use.

General


Issue date Last amendment date Revision No Physical GMR 5.3 People and Tools Page 2 of 2 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

5 El

ectri

cal S

afet

y

– Locks to prevent unauthorised access shall restrict access to electrical circuit breakers and RCD’s. – Isolating switches are to be accessible and clearly marked to assist in emergency isolation. – Lighting circuits shall be separated from power circuits and lighting circuits shall not be used to operate

power tools. – Where power for construction works is being undertaken and the power source is from a permanent

distribution board or supply then portable RCD protection must be used. – People shall be trained in the use of power tools particularly grinders and percussion equipment. – Tools or lead found faulty shall be removed from duty immediately. – All Live boards and equipment will be appropriately marked as live with signage.

Testing & Tagging

– All electrical equipment introduced to the site must carry a non transferable label stating date of last inspection.

– Where no licensed electrician is available on site then electrical equipment shall be removed from site or isolated until inspected.

– Testing and tagging of leads and equipment in site offices and amenities will be a minimum of every 3months (except for RCDs which require testing monthly.)

– Recording of milliseconds should be provided for all RCD items recorded in logbook. – A licensed electrician must check all electrical equipment monthly and such inspection shall be

recorded in a register of electrical test. – Circuits feeding GPOs at swing stage platforms require an RCD test from the platforms taking into

account the earth impedance of the total cable length from the SPDB. – To facilitate testing of outlets, large items of equipment / fridges etc should not be placed in front of

outlets (beside or below instead).



Issue date Last amendment date Revision No Physical GMR 5.4 Lighting Page 1 of 3 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 5

Elec

trica

l Saf

ety

Physical GMR #: 5 Compliance Area: Electrical Safety

GMR Subsection: 4 Lighting

Standard:

Adequate lighting must be provided to supplement low levels of natural light to ensure operations can be conducted safely. Low energy, environmentally friendly light bulbs should be used where practicable

The levels of Illumination need to match the demands of the job and the location.

Lighting Installations should avoid the risks of electric shock, burns, and glare.

All lighting systems must have an emergency back-up system to ensure sufficient lighting is available to permit escape in emergency situations.

Means and Methods:

Temporary exit lighting

Stair lighting where fixings to finished elements precluded

overhead temporary lighting. Light suspended vertically by a catenary wire from slab edge

Guards to lighting

Task Lighting signage



Phys

ical G

MR 5

Elec

trica

l Saf

ety

Mechanical protection to temporary lighting

Mechanical protection to lighting cabling


GMR 5.4 Lighting Check

1 All areas of site have adequate access lighting separate to trade task lighting.

2 Temporary lighting has protective covers over tubes / lamps.

3 Lighting is checked regularly and keeps up with construction.

– Lighting, including emergency lighting must be provided to all areas of that site. This includes all rooms, storerooms, plant rooms etc. Sufficient lighting or light spill will be provided such at there is enough light to allow visual identification of any hazards present. Typically this means that the lux level will be minimum 1 to 3 lux – if this can not be achieved then room / area shall be suitably locked out / excluded.

– Note general access lighting to all areas is separate to trade task lighting and is to provide a minimum level of lighting at all times to access and egress all areas safely.

– Ensure that the access and emergency lighting installation keeps pace with the construction program. – Actual Illumination levels (lux) achieved should be measured on site as necessary using an illuminance

meter. A guide to desirable lighting levels is included below. – Ensure that regular inspections of the lighting installation are undertaken and that defective globes, lamp

guards, and fittings are replaced / repaired promptly by competent electricians. – Ensure that high intensity lighting, such as halogen and metal halide fittings are installed at sufficient height

and angle so as to prevent glare and contact burns, and have sufficient clearance from combustible elements so as not to create a fire hazard.

– Emergency lighting back-up systems must have sufficient capacity to provide safe emergency egress for one hour in the event of power failure.

– Consideration needs to be given to particularly hard areas to illuminate such as decks being stripped etc. – Minimum LUX levels (measured – not design)

Note :These are MINIMUM: Access lighting (typically by BLL). General access ways and base lighting to rooms, stairways etc. 40 LUX General external and internal areas (not access ways). 1-3 LUX Task lighting (typically provided by subcontractor) Typical building work (bricklaying, plastering, gyprock, electrical etc.). 160 LUX



Phys

ical G

MR 5

Elec

trica

l Saf

ety

– Halogen fittings should be avoided due to heat and glare issues, however if this can not be avoided, then via

a risk assessment the installation shall take into account the heat and glare issues; for instance by mounting lights at height and angling the light up to avoid glare issues. Note: if used, they must be kept away from leads due to heat issues.

– Discharge type fittings of any type should be avoided due to safety issues regarding re-strike times and environmental impacts.

– All sites should test their emergency lighting system (without daylight component) regularly to ensure a site evacuation could be safety carried out in night time conditions.

– Testing facilities must be provided for lighting RCDs. This facility may be part of a switchboard (10amp Din rail mounted outlet) or be part of the field wiring.

– Note: light circuits should be either on a time clock / PE cell for sustainability with a lockable by pass switch for manual override if we are working late.


This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 6.1 – Occupational Health Page 1 of 8 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Physical GMR #: 6 Compliance Area: Occupational Health, Personal Protective Equipment and Welfare

GMR Subsection: 1 Occupational Health

Standard:

Areas and activities involving harmful levels of chemicals, dust, fumes, noise and vibration levels should be identified and levels reduced where practical by elimination, substitution, attenuation or isolation and personal protection.

The risks associated with the use of chemicals and hazardous substances must be assessed by reference to Materials Safety Data Sheets. The safest effective methods should be selected and appropriate protective equipment provided as necessary, e.g. respirators and chemical-resistant clothing.

Areas and activities producing noise levels above 80 db(A) should have noise warning signs posted, stating that hearing protection should be worn. Appropriate hearing protection must be provided to, and worn by, all those at risk of sustaining damage to their hearing.

Manual lifting tasks must be assessed, weights known before being undertaken and appropriate equipment used to handle heavy/awkward loads.

Workers must be instructed and follow safe manual lifting methods, including stretch and flex, bent knees/ straight back, etc.

Medical equipment and trained personnel should be available for providing first aid treatment to injuries and providing advice on health and wellbeing.

Means and Methods:

Manual handling needs to be considered in SWMS

Encourage health and safety checks


Issue date Last amendment date Revision No GMR 6.1 – Occupational Health Page 2 of 8 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Trolleys to reduce manual handling

Properly insulated brick saw

Manual Handling accounts for a high percentage of our lost time

injuries

Safety stations




Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are


GMR 6.1 Occupational Health Check

1 Hazardous materials are restricted in use and are logged on hazardous material register. 2 MSDS is kept at first aid for all hazardous materials on site. Best practice will also have it

located at the place of use of the material.

3 Alternate materials are utilised where possible in lieu of hazardous materials.

4 SWMS checklist is utilised and consideration to manual handling restrictions.

5 There is always a first aider on site at all times. Best practice is all BLL team have first aid ticket.

6 Consideration to overexposure of noise and vibration in SWMS.

7 NO USE OF MOBILE PHONES whilst undertaking a task.

1.0 Prestart Meetings / Briefing (PSB) Prior to commencing work each day / shift every sucbontractor must carry out a pre start meeting. BLL staff should witness this on a regular occurrence and ensure that no work starts until the prestart briefing has taken place the PSB will cover as a minimum:

⎯ Tasks to be undertaken that day / shift. ⎯ SWMS(s) that will be used that day / shift. ⎯ Review of previous day / shift i.e: Is there anything that has changed, that can be done better. ⎯ Any key messages from BLL RE: change of conditions on site or high risk items being undertaken that

shift. 2.0 Manual Handling

2.1 Where there is a potential for manual handling activities to cause injury or strain, documented risk assessments are to address the physical capacity of the persons involved. The risk assessments are to address work position and duration, distance and route of travel, weight and handling characteristics of the load, actions and movements, age, clothing, skills and experience. Each SWMS should take into consideration manual handling hazards.

2.2 SWMS are to be assessed in the first instance for including of lifting aids and methodologies, however, sites should ensure that sufficient manual handling aids are available supplied by the subcontractor of are on site for hire or loan to subcontractors so that Manual handling injuries can be reduced. As a minimum sites should have: Trolley pallet lifters, cable drum lifters, wheelbarrow, removalist trolley.

3.0 Hazardous Substances / Dangerous Goods: 3.1 All hazardous materials / dangerous goods will be listed on the BLL hazardous material register. Copies

of the Material Safety Data Sheet (MSDS) will kept on hand in the first aid shed / area. (Note MSDS needs to be updated every 5 years).

3.2 Where work is to be carried out using hazardous chemicals or substances evidence is required that alternative less hazardous chemicals or substances are not a suitable substitute.

3.3 Work procedures are to comply with the specifications of the relevant Material Safety Data Sheet or other established safe work procedure.

3.4 If work is to be undertaken in a confined space, a "Confined Spaces Permit" is to be developed and utilised.

4.0 Noise & Vibration 4.1 Where there is a potential for exposure to noise in excess of 80dba continuously for eight hours , steps



Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

are to be taken to change methodologies or ensure full time hearing protection is worn by all on site. 4.2 Where 80dba is reached on site, signage and mandatory ear protection is to be used. 4.3 Where there is a potential for exposure to vibration of arms/hands from tools for greater than 4 hours in a

24 hour period, or where there is a potential for whole body vibration in excess of exposure levels nominated for machinery or plant by the manufacturer, steps are to be taken to first change work methodologies to reduce this exposure and secondly arrange for shifts to be done to reduce prolonged exposure.

5.0 Pollution to Air

5.1 Any discharges of pollutants into the air (fumes, dusts, mists, noise, vapour, odours, ozone, bacterial etc) are to be in accordance with project licences/permits/approvals or environmental protection legislation.

5.2 Site procedures are to be implemented to ensure there is no "environmental harm" and that any "environmental nuisance" is addressed to the requirements of the appropriate environmental protection legislation.

6.0 First Aid 6.1 Any project / works regardless of size will have a trained and certified First aider present at all times

during the works. This can be both subcontract and BLL attendant. 6.2 First aid must be provided. It should be easily accessible by employees and preferably available within

minutes. So in a very large workplace, or one spanning multiple floors, first aid may need to be available in more than one area

6.3 If you employ more than 25 people at a workplace you need at least one person trained in first aid on staff.

6.4 “Trained first aid personnel” means either: Senior First Aider HLTFA301B — Apply first aid. Occupational First Aider HLTFA301B — Apply first aid. HLTFA402B — Apply advanced first aid. HLTFA403A — Manage first aid in the workforce.

6.5 Where employees work across separate work areas, the first aid facilities provided may need to be located centrally, with the provision of portable first aid kits in each work area.

6.6 Where employees work away from the workplace, or in situations where the work performed is not in a building (e.g. vehicles, roadworks), factors to be considered include:

– the type of work performed; – access to communications (e.g. telephone); – whether the employees work alone or in groups; and – Mobile first aid kit.

6.7 A first aid room must be provided and maintained at any construction site at which more than 100

persons work or at any other workplace at which more than 200 persons work. If a first aid room is deemed necessary, the following factors should be considered in determining its location, layout and management:

– Location - the room must be readily accessible during working hours, and situated at a

convenient distance from toilets, sink or wash basin equipped with suitable drainage and a supply of hot and cold running water, and a means of boiling water. It should also be close to motor vehicle access.

– Workspace - the room should be large enough to accommodate equipment and furniture, leaving enough space for people to administer first aid. Entrances and corridors must be wide enough to




Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

allow transport of injured persons supported by a stretcher. – Work environment - the room should have a suitable floor covering so that it is easy to clean and

maintain. It must also be well-lit and ventilated. It should have suitable heating and cooling. – Signs - the room should be clearly identified with a recognisable first aid sign (white cross on a

green background). A notice on the door should identify the person in charge, the person on duty, locations and phone numbers of the nearest first aiders and an emergency after-hours telephone number.



Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

7.0 Grinders Grinders are designed specifically to grind (not to cut). Cutting operations can usually be carried out in a safer manner utilising other equipment such as nibblers, hydraulic cutters etc. Where these other types of equipment can not be utilised the following hierarchy of control is to be used.

Deadman switch

Note: check RPM

Secondary Handle

Proprietary Guard

Deadman switch

Note: check RPM

Can alternate cutter be utilised? Utilise Alternative Nibbler Cut of saw Hydraulic cutter

Etc.

Can a 3 inch grinder be used with all safety shields / Handles?

Utilise 3 inch Proprietary Guard Secondary Handle

Correct blade

Can a 9 inch grinder be used with all safety shields / Handles?

Utilise 9 inch Proprietary Guard Secondary Handle Correct blade Cut off brake SWMS and proof of training

Double eye protection + PPE

Yes

Yes

Yes

No

No

No

9 inch grinder without auto brake is only answer

Yes

Utilise 9 inch Proprietary Guard Secondary Handle Correct blade Cut off brake SWMS and proof of Training CM sign off on SWMS

Double eye protection + PPE

DOs � Do visually inspect all wheels before mounting for possible

damage in transit. � Do check mounting flanges for equal and correct diameter. � Do always use a guard of a suitable type supplied by the

manufacturer of the grinder. � Do allow newly-mounted wheels to run at operating speed

with guard in place for at least one minute before grinding. � Do wear all of the above PPE. � Do check the correct type of wheel is fitted for the job before

starting

DON’Ts � Don’t force a wheel onto the grinder or alter the size of the

mounting hole. If the wheel won’t fit the grinder, get one that will.

� Don’t tighten the mounting nut excessively. � Don’t grind on the wheel unless the wheel is specifically

designed for that purpose. � Don’t start the grinder until the wheel guard is in place. � Don’t jam work into the wheel. � Don’t stand directly in front of a grinding wheel when the

grinder is started. � Don’t allow equipment to be exposed to weather or

extreme temperature changes or use a wheel that has been dropped.




Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

8.0 Brick Saws Brick saws generally emit noise in excess of 80 dba. These must be set up:

a. in elevated position to catch water and keep operator dry. b. With good lighting (that will not get wet or has appropriate IP rating). c. With shrouds to contain noise generally d. With signage noting hearing protection is required e. Segregated from general walkways and access ways in order to segregate the noise.

Ensure storage is placed in surrounding areas also to advise of noise issues. Note: wast water shall be adequately captured and treated. 9.0 Confined Space Bovis Lend Lease and their contractors shall comply with all the requirements local State and Territory Occupational Health and Safety Legislative requirements (and relevant Codes of Practice, AS/NZS 2865-2001., Information Bulletins, Advisory or Guidance Notes, and all other related laws). Where a contradiction is identified between the Legislation and BLL requirement the Regional EHS Manager should be contacted for clarification. 9.1 Definition

An enclosed or partially enclosed space that is at atmospheric pressure during occupancy and is not intended or designed primarily as a place of work and—

(a) is liable at any time to— (i) have an atmosphere which contains potentially harmful levels of contaminant (ii) have an oxygen deficiency or excess; or (iii) cause engulfment; and

(b) could have restricted means for entry and exit. Confined spaces may include but are not limited to—

storage tanks, tank cars, process vessels, boilers, pressure vessels, silos and other tank like compartments.

Open –topped spaces such as pits or degreasers; Pipes, sewers, shafts, ducts, and similar structures; and Any shipboard spaces entered through a small hatchway or access point, cargo tanks, cellular double

bottom tanks, duct keels, ballast and oil tanks, and void spaces, but not including dry cargo holds. 9.2 Design

The Project ROAD should identify Confined Spaces (in construction and end design) and using the hierarchy of control eliminated where possible and design to limit the need for access into a confined space.

9.3 Risk Management Where the Projects Impact and Hazards Risk Assessment identifies Confined Spaces as a hazard on

site a specific Impacts and hazards will then be undertaken for all confined space entry’s. Complete elimination of the need to enter the confined space should be the first consideration. If this is not practicable then the hierarchy of control is to be considered. Elimination, substitution, isolation engineering controls, administrative controls and the use of personal protective equipment or collectively.

Where access and egress into a confined space is necessary, appropriate controls shall be in place so that the risk associated with entry into and work within the confined space is minimised as far as reasonably practicable. Including authority to enter a confined space the authority will include control measures such as.

(a)Isolation (b)Atmosphere (c)Hot Work (d)Personal Protective Equipment (e)Other precautions



Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

(f)Emergency Response Procedures/Equipment (g)Stand-by Personnel (h)Supervisors (competent person)

A Confined Space Entry permit will be implemented for all confined space entries and maintained at the entry point. All persons entering the confined space will sign onto the permit on entry and exit to the confined space

All persons with work activities related to a confined space shall be trained and assessed as competent to perform those activities. Training shall include at least the following:

(a) The hazards of the confined spaces. (b) Assessment procedures. (c) Control measures. (d) Emergency procedures. (e) The selection, use and maintenance of safety equipment. (f) Legislative requirements.

A Qualified Standby person will be provided and remain at the entrance of all Confined Space entry work, while persons are working in a confined space. The Standby person shall be a certified in Occupational First Aid.

The trainers, assessors and standby persons should be knowledgeable in all relevant aspects of confined spaces consistent with this Standard and relevant legislation. Trainers and assessors should be conversant with the Core Training Elements for the National Standard for Safe Working in a Confined Space.


Add Grinder requirement


Issue date Last amendment date Revision No GMR 6.2 Personal Protective Equipment Page 1 of 4 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are


GMR Subsection: 2 Personal Protective Equipment

Standard:

All persons exposed to construction operations must wear:

Hard hat Safety boots - with toe and mid-sole protection (steel caps) Eye protection Gloves High visibility clothing Other items of Personal Protective Equipment (PPE) should be provided on an as

need basis informed by risk assessment, hearing protection should be worn in areas where noise levels exceed 80 db(A)

All operatives, managers and visitors should also be encouraged to wear gloves, ear defenders, respiratory protection, high visibility clothing, etc. suitable to protect them from all health and safety risks they are exposed to or following local requirements.

Means and Methods:

Correct PPE should be part of a SWMS

Hearing protection on a risk assessment basis and when

levels exceed 80dba

Visitors, staff and consultants to comply with PPE requirements

Note: eyewear must be appropriate ie: do not use dark

glasses inside.


Issue date Last amendment date Revision No GMR 6.2 Personal Protective Equipment Page 2 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

2

Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Clear delineation of where PPE is required


Issue date Last amendment date Revision No GMR 6.2 Personal Protective Equipment Page 3 of 4 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are


GMR 6.2 Personal Protective Equipment Check

1 Clear indication at site entry regarding PPE required and rules re compliance. 2 PPE is utilised as a last defence and steps are taken to remove the risk completely.

3 Hearing protection is carried at all time for use when required (best practice).

4 Sufficient quantities are kept on site for loan by visitors and consultants. 5 Sufficient quantities are kept on site to provide to the subcontractors at a cost to ensure

appropriate safety equipment is always available.

6 Non Compliance with PPE requirements is not tolerated.

1.0 All personnel, including visitors, upon entering a designated construction area of any of our projects, are required to wear the following mandatory minimum personal protective equipment:-

- Head protection (hard hats) - Eye protection (goggles or glasses for the appropriate use) - High visibility clothing (Reflective safety vest or work shirt) - Foot protection (industrial footwear) this means steel cap, industrial leather upper or similar – not sports

shoe style. - Appropriate gloves. - NOTE: Hearing protection should be carried at all times so that it is available when required.

It is important to note that irreversible hearing damage can occur from 80Dba. And where applicable for the task or situation at hand as determined by the relevant SWMS or JSA

- Hearing protection(ear plugs, ear muffs)


Issue date Last amendment date Revision No GMR 6.2 Personal Protective Equipment Page 4 of 4 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

4

Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

- Respiratory protection (respirators, face masks, cartridge filters) - Body protection (aprons, safety harnesses).

The appropriate PPE must be used at all times and be relevant to the risk assessed Notes:

• Appropriate footwear should take into consideration boot style rather than shoe style steel caps as this affords better support to the ankle.

• GLOVES: Appropriate gloves means Full fingered industrial protective gloves constructed of robust material, except where fingerless gloves are approved under a Safe Work method Statement due to requirement for dexterity or the like. Where Fingerless gloves are approved, they should be only partially fingerless as a preference, not “cut” off from full fingered gloves. It should be noted that the glove should be appropriate to stop cuts and abrasions applicable to the work being carried out.

• Exception:- Gloves can be removed to carry out works with moving parts where use of gloves is

considered a risk , such as threading sprinkler pipe etc. This is only via an approved Safe Work Method Statement. - Visitors, consultants and supervisor who are not carrying tools and equipment and are NOT carrying

out physical work are permitted to wear fingerless gloves, providing they are industrial quality and purpose made.

Compliance rules: PPE is considered a last line of defence against injury and it is noted that the risk of injury should be removed under the hierarchy of control. As such, to ensure minimum levels of compliance and ensure that the time of our construction teams is best spent in identifying and removing risks, the following adherence policy has been set to ensure that we do not spend in effective amounts of time “policing” the PPE requirement. Not wearing any of the mandatory PPE requirements:

a) 1st Warning Verbal warning b) 2nd Warning Written warning, via project web P1. c) 3rd Warning Written Warning and eight (8) hours suspension – from site. d) 4th Warning Written Warning and thirty six (36) hours suspension – from site. e) 5th Warning Written warning and offender removed from ALL BLL sites for minimum 1 year.

This disciplinary procedure will not be unreasonably applied, however, it should be noted that if the offender blatantly disregards the Company Safety Rules and PPE requirements, The General Foremen/ Construction Manager may remove the person from site at anytime. This procedure should be clearly signposted on site, covered in the site induction and strictly enforced. Visitors loans Sites will carry sufficient quantities of PPE to ensure that visitor, consultants’, staff and clients etc can use free of charge. This includes:

⎯ Steel cap boots ⎯ Disposable gloves ⎯ High vis bests ⎯ Hard hats ⎯ Hearing protection ⎯ Protective glasses ⎯ Overspecs (in the case of prescription glasses)



Issue date Last amendment date Revision No GMR 6.3 Welfare Page 1 of 5 1 July 2008 30 July 2009 2


Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are


GMR Subsection: 3 Welfare

Standard:

Welfare requirements must be assessed and facilities provided prior to construction works starting on site. The facilities provided should reflect our company vision and values, the hazards present, numbers of users and their different needs. Where other parties are involved, arrangements must be put in place, which meet the standards below:

Sufficient toilet facilities must be provided, in easy access of working areas, and plumbed into the mains (rather than chemical) where practical. Appropriate facilities must be available to meet the needs of different cultures (e.g. for praying).

Washing facilities with hot and cold water must be provided and be adequate for the numbers of workers and level of risk. Showers should be provided where reasonably practical and where necessary due to risk.

Appropriate supplies of clean drinking water must be provided for workers on all projects.

Enhanced levels of welfare facilities must be provided for high risk works, e.g. asbestos or lead removal (e.g. contaminated by hazardous materials requiring shower facilities and PPE cleaning) or environmental conditions (e.g. extreme temperatures).

Means and Methods:

Site Entry Statement gives clear indication of professionalism

and clear directions.

SWMS + top 5 risks clearly displayed on site

Facilities such as coffee and tea, snacks, drinks and TV

Facilities such as sunscreen etc


Issue date Last amendment date Revision No GMR 6.3 Welfare Page 2 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Consider decks and external covered areas

Opportunities to display SWMS before the entry to site

Opportunities to display top 5 Risks

Opportunities to display Best Practice

Top 5 Risks for the day

Idea; Display health Information




Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Tv’s provided in amenities and PPE

Water stations combined with nurse call and sunscreen

Outdoor areas and amenities

Outdoor areas

Idea: Subsidise canteens or rent free in return for good prices

for workers

Idea: Safety Messages linked to provided good facilities


Issue date Last amendment date Revision No GMR 6.3 Welfare Page 4 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

Site entry statement

Site entry statement

Site office establishment


GMR 6.3 Welfare Check

1 Workers amenities are considered of adequate quality as if for our own staff. 2 Above standard practice is provided.

3 Site entry Statement, SWMS and Top 5 risks displayed and updated daily.

4 Access ways clear, swept daily and never blocked with materials.

5 Temporary electrical leads are suspended off floor and all areas are well lit. 6 Smoking in designated areas only.

7 BLL sustainability checklist for site accommodation is utilised. Note: All accommodation must be procured in accordance with BLL’s minimum site accommodation standards for sustainability.

1.0 Site Entry Statement:

1.1 Consideration should be given to the first impressions given when entering sites and also the last message a worker gets before entering the site. Site entry statements should be approved by the Operations Manager and should include: Closed in room, area that is clean, well lit and contains:




Ph

ysica

l GMR

6 – O

ccup

atio

nal H

ealth

, PPE

and

Welf

are

– Safe Work Method statements for each trade – Top five risks for the day on site at the time – Site rules and PPE requirements (including compliance rules) – Safety messages and IIF statement / initiatives – Subcontractor safety Scores for the month (subby matrix)

2.0 General

2.1 The level and quality of welfare facilities provided provides an indication of the respect we have for our peers and subcontractors. Every care is to be taken to ensure that facilities provided are to the highest level and would be appropriate for use by BLL staff. Consideration should be give to providing above regulation / standard requirements such as;

– Covered decks and outside seating – Drink and snack machines – Security for belongings – lockers or lockable areas – Recycling facilities – Health notice boards and information

2.2 From time to time sites may be able to provide tea and coffee and or subsidized canteens. It should be

ensured that workers understand that these are all BLL safety initiatives and that all we ask in return is that they work safely.

2.3 A construction project requires the following welfare facilities to be provided on construction sites:

– Sanitary conveniences – Washing facilities – Drinking water – Changing rooms and accommodation for clothing not worn during working hours – Rest facilities

Note: see local codes for numbers and sizes etc.

Related Information Suppliers / Resources Subcontractor Safety Matrix Minimum Sustainable standards for site shed accommodation

This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 7.1 Fire prevention measures Page 1 of 6 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y

Physical GMR #: 7 Compliance Area: Fire and Emergency

GMR Subsection: 1 Fire Prevention Measures

Standard:

All locations must implement measures to effectively manage the risks from combustible materials (such as paper, card, wood dust, timber, plastic and polystyrene) and highly flammable liquids and gases (such as solvents, liquefied petroleum gas (LPG), oxygen, etc.). Particular attention should be paid to the control of polystyrene packaging, textiles, furniture with foam padding and highly flammable gases and liquids: minimise the amounts used and stored on site; remove waste and empty containers as soon as practicable; ensure highly flammable liquids and gases are used and stored safely in well ventilated stores.

Materials Safety Data Sheets must be available and used to assess risks, train people and control measures for storage and use of highly flammable materials and hazardous substances.

All hot works processes likely to produce sources of ignition such as burning, grinding, heating, welding, flame cutting, etc. should be controlled by the use of a permit system. The issue of permits should be controlled by a competent person who is to inspect work areas to ensure they are safe (before and after) and that fire extinguishers are available before issuing permits and to record details in a site log so others can check what permits are currently in place.

Lighting (particularly halogen lights) must not be located near combustible materials. Intrinsically safe (flame proof) lighting and switches must be provided in areas where explosive/highly flammable liquids/gases are used or stored.

Damaged or faulty electrical appliances or installations must be taken out of service or repaired immediately.

Smoking should be prohibited within all enclosed areas and in the vicinity of combustible materials, explosive, and highly flammable liquids/gases.

Means and Methods:

Hazchem storage

Containment Storage for diesel at site (locked, bund below, signed and extinguishers present)


Issue date Last amendment date Revision No GMR 7.1 Fire prevention measures Page 2 of 6 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Ph

ysica

l GMR

7 – F

ire &

Em

erge

ncy

Secured method of storage with appropriate bunding to contain

Fully mobile and easy to move (balanced)

Inappropriate storage, no bunding to contain spill, bad location,

other gases need by also incorrectly stored

Fuel unsecured outside cage, extinguisher locked inside

cage

Good method of secure storage but no appropriate bunding to

contain and over a stormwater drain

Approved storage cabinets for flammable liquids 250 litres




Phys

ical G

MR 7

– Fire

& E

mer

genc

y

Approved storage cabinets for flammable liquids 160 litres

Re-locatable outdoor pallet friendly flammable liquid store

Emergency spill kits Emergency spill kit

Good storage of gases but inadequate separation needs to be

greater than 3m

Gases unsecured outside cage and mixed gases together



Ph

ysica

l GMR

7 – F

ire &

Em

erge

ncy

Good secure, storage, signage and fire fighting separation of

substances

Bunded fuel storage


GMR 7.1 Fire Prevention Measures Check 1 Hot works permit utilised on site via risk assessment. 2 Hazardous material is stored in secured well ventilated areas.

3 Oxy equipment has flashback arrestors at tank and has an extinguisher attached. Note best practice will have a set out at the gun as well.

4 MSDS is on site for all hazardous material.

5 Fire extinguishers are provided minimum at every floor and at every exit.

6 Smoking is not permitted in enclosed areas or around any fuel source.

1.0 General

1.1 Undertake Project Impacts and Hazards Risk Assessment to identify potential impacts and hazards which may lead to the outbreak of fire, including assessing the risks, and identifying effective measures aimed at eliminating or subsequently controlling these impacts and hazards.

1.2 The local Fire Brigade or other relevant emergency services should be invited to attend a site visit prior to construction activities commencing to have input into the BLL Risk Assessment, and assist with identifying appropriate types and locations of fire controls/fire prevention/fire fighting equipment, and any requirements they may have regarding access to site and hydrant connection points, should an emergency occur, are incorporated in the BLL Risk Assessment.

1.3 The Risk Assessment must take into account BLL and Subcontractor’s project offices, amenities and

storage areas related to the Project, but otherwise outside the perimeter fencing (e.g. Project office located across the road, in an adjacent building etc). Where site offices or accommodation is to be located within existing structures (e.g. rented building space, car park in operating shopping centre), structures are to be investigated to confirm compliance with Building Code of Australia inspection, testing and certification requirements. Where the construction works involves refurbishment of existing occupied building or structure, the Building Owner/Manager is to be consulted to ensure BLL is aware of, and takes into consideration, any existing Fire and Emergency requirements or procedures.

1.4 All hot works processes assessed as “high risk” in the Project Impacts and Hazards Risk Assessment, to be controlled by the use of a permit system. The issue of permits should be controlled by a competent person who is to inspect work areas to ensure they are safe (before and after) and that fire extinguishers are available before issuing permits and to record details in a site log so others can check what permits




Phys

ical G

MR 7

– Fire

& E

mer

genc

y

are currently in place. Note: process should include a check of the area after the works via risk assessment but as a guide for 30 mins post work to ensure nil embers or sparks have reignited.

1.5 Plant and Equipment related to hot works such as Oxy sets, LPG, welders to have fire extinguisher in immediate work location and allocated specifically for the works. Workers undertaking hot works to be trained in the use of fire equipment. Treat equipment with care so as to not inadvertently damage parts. Gas bottles must be carried and stored upright and secured. All bottles stored must be stored separately, LPG from oxy from acetylene, in a secure lockable cage or area with adequate ventilation, and fire extinguishers in the immediate location. Long torches (extended nozzles) are not to be used for tight work areas. Turn cylinders off after each use. Bleed the hoses after each use. Flashback arrestors fitted to both ends of hose, or at the blow pipe end, or non-return valves at blowpipe end and flashback arrestors at the regulator end.

1.6 Use “sparkless” methods or spark reducing equipment for cutting for outside work in identified as a high risk fire hazard areas (such as outside works in bushland, during Bush Fire Declared Season, declared Total Fire Ban Days) – e.g. wet saws, pneumatic or ring cutters, non-grinding blades.

1.7 Welding operations to have flash screens in place. Hot offcut pieces to be wetted down till cool or kept in fire proof container.

1.8 Thoroughly inspect all equipment before and after each use, and on a regular basis and discard damaged equipment. Voltage Reduction Device to be used on arc welders to prevent electric shock or electrocution in some environments.

1.9 Smoking is prohibited in offices, lunch sheds, amenities, enclosed areas and in the vicinity of combustible materials, explosive, and highly flammable liquids/gases.

1.10 No smoking when refuelling plant and equipment, refuel in well ventilated area make sure the equipment has cooled down prior to fuelling, screw fuel caps on well, and wipe any spilled fuel off surface of fuel containers or equipment. Safety approved fuel containers must be used. A spill kit and spill procedure to be in place, and contaminated waste disposed to an EPA approved facility.

1.11 All in-ground services are to be identified prior to works by Dial Before you Dig and other services search by experienced, accredited locators. Ensure any pipe or surface to be cut does not contain live or pressurised services. Isolate these prior to works. Utilise a Lock Out/Tag Out permit where required by Risk Assessment. See also controls identified in GMR No 3 and No 5.

1.12 All hot works (requiring a hot works permit) are to cease at least 30 minutes prior to end of shift to ensure no “hot” areas are left unattended.

1.13 Note: consideration of material being cut by oxy / grinder needs to take into account smoke produced etc. i.e; oxy cutting galvanised duct or painted metal produces smoke and harmful toxins.

1.14 Spill control kits are to be located on any site where re-fuelling activities take place. 2.0 Storage and signage

2.1 Combustibles, including flammable liquids and / or gases are to be properly stored and have their own designated storage facility in accordance with the requirements of local code and MSDS. The location and construction of the designated storage area should consider any hazards present in areas where BLL has limited control (e.g. a flammable liquids store located at the site perimeter where sources of ignition could be generated from over the site boundary).

2.2 Signage is to be posted to ensure that no naked flames, heat source, smoking etc are in proximity to



Ph

ysica

l GMR

7 – F

ire &

Em

erge

ncy

combustible and flammable stores.

2.3 For flammable liquid storage, secondary containment with bunds must be provided to comply with the local legislation. The bund must be able to hold at least 115% of the largest container volume.

2.4 Flammable liquid and gas stores must provide shade, adequate ventilation, appropriate fire fighting equipment (type and number) and appropriate signage at the storage location.

3.0 Lighting and Electrical

3.1 High heat producing or emitting devices like halogen tungsten lamps must be kept away from combustibles. As far as possible, they must be properly hung at heights such that persons and materials are not subjected to inadvertent contact with any hot surfaces. Halogen lighting should not be used as task lighting located on ground or stands, but should be fixed to structure as area lighting. Glass fronts must be in place on fittings.

3.2 All electrical equipment and temporary installations to be inspected, tested and tagged according to Federal and State Electrical Standards, Regulations and Codes. Damaged or faulty electrical appliances or installations must be taken out of service or repaired immediately. See also controls identified in GMR No 5.

4.0 Material Safety Data Sheets (MSDS)

4.1 An MSDS register shall be maintained for all chemical or hazardous substances used at the site. The MSDS must be posted at the area of storage, and attached to any SWMS submitted for review. MSDS shall be available upon request. Workers must be inducted to the safe use requirements of the MSDS as part of the SWMS induction. A copy of the MSDS register shall be located at the first aid room.

5.0 Transport

5.1 The Transport, Storage and Use of Dangerous Goods and Hazardous Substances will comply with the requirements of Federal and State Hazardous Goods and Material Standards, Regulations and Codes. No storage of hazardous or flammable chemicals or substances is allowed in unventilated or confined spaces or areas. Intrinsically safe (flame proof) lighting and switches must be provided in areas where explosive/highly flammable liquids/gases are used or stored. They cannot be stored with oxy acetylene bottles or any other explosive or combustible material. They must be in a spill proof or bunded container, approved for the storage of the substance. Appropriate type and numbers of fire extinguishers and spill kits must be kept in working order and accessible for use, in the immediate vicinity of these stored goods. The type, quantity and location of Hazardous/Dangerous goods and materials must be listed in the Site Hazardous Substances Register and stored only in areas nominated by BLL.

Related Information Hot Works Permit


Issue date Last amendment date Revision No GMR 7.2 Fire detection and alarm systems Page 1 of 2 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR Subsection: 2 Fire Detection and Alarm Systems

Standard:

Adequate arrangements should be made to detect and raise the alarm in the event of a fire or other emergency. This may range from the use of bells, horns or sirens and people assigned to fire watch duties on construction sites to fully automated systems in occupied premises.

Alarms must be audible in all parts of the location where people may be present.

All detector and alarm systems should be checked/tested on a monthly basis to ensure they are functional and the results recorded.

Means and Methods:

Fire call point


GMR 7.2 Fire Detection and Alarm Systems Check 1 Risk assessment carried out and fire controls documented. 2 Audible alarms provided in all buildings.

3 Permanent fire alarm system fast tracked where possible to provide alarm.

1.0 Planning

1.1 Risk and Opportunity at Design review to identify means to fast track design, installation and commissioning of permanent services and fire prevention/control/detection/alarm/fighting equipment. Designs to comply to the Building Code of Australia and other specified Australian Standards, Regulations, or Codes.


1.3 Project Induction to include relevant sections of the Project Incident Management and Emergency Evacuation Procedures, and all workers to undergo Project Induction prior to commencement of work on site. Induction content is updated to address ongoing changes in the fire detection and alarm system. Tool


Issue date Last amendment date Revision No GMR 7.2 Fire detection and alarm systems Page 2 of 2 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

2

Phys

ical G

MR 7

– Fire

& E

mer

genc

y

box talks or other forms of communication are held to inform previously inducted personnel of ongoing changes.

2.0 Accommodation and existing buildings

2.1 Where site offices or accommodation is to be located within existing structures (e.g. rented building space, car park in operating shopping centre), structures are to be investigated to confirm compliance with Building Code of Australia inspection, testing and certification requirements.

2.2 Where the construction works involves refurbishment or fitout of existing occupied building or structure, the Building Owner/Manager is to be consulted to ensure BLL is aware of, and takes into consideration, any existing Fire and Emergency systems, requirements or procedures. Where BLL works involve the temporary isolation or interruption to areas containing existing fire detection or alarm systems, safe systems such as Lock Out/Tag Out procedures and services deactivation/activation Inspection and Test Plans, are to be developed in consultation with the Building Owner/Manager to ensure no damage, hazard or adverse impact to the existing tenants or systems is made.

3.0 Alarms and evacuation

3.1 The Risk Assessment is to identify the system to be used to raise the alarm to BLL of the presence of site emergency incidents and evacuation situations as they arise (e.g. nurse call, 2 way radios, mobile phones), and the system BLL will use to notify site of the need to evacuate (e.g. siren, alarms, signals, fire wardens). All sites will have an audible alarm raising system.

3.2 The Project Incident Management and Emergency Evacuation Procedures will identify the type, number and location of any detection or alarm systems. Ensure all possible locations are considered, such as hoists, builders lifts, tower cranes, jump forms, plant rooms, and amenities. Refer also to GMR 7.5 Evacuation Procedures.

3.3 Fire/smoke alarms to be fitted to all temporary site buildings, e.g. office and amenities.

3.4 Site inspections are conducted weekly to ensure established detection and alarm systems are still relevant, operating and undamaged (e.g. by OHS Committee or EHS Checklist inspection). Monthly review of Project Incident Management and Emergency Evacuation Procedures includes assessment of continued adequacy of fire detection and alarm system.



Issue date Last amendment date Revision No GMR 7.3 Means of Escape Page 1 of 3 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR Subsection: 3 Means of Escape

Standard:

Two alternative means of escape suitable for the number and specific needs of all people likely to need to use them (e.g. wide enough for wheelchair users where present) must be provided where possible at all work locations.

Emergency exit routes must be easily identifiable, kept free from obstruction, have emergency lighting, directional signs and exit points marked.

Emergency routes should offer half an hour fire resistance and have fire doors fitted to them where appropriate.

Means and Methods:

Good emergency exit signage

Two means of escape

Escape routes marked at fire points

Emergency egress clearly signposted.

Clear emergency egress

Clear emergency egress at all times


Issue date Last amendment date Revision No GMR 7.3 Means of Escape Page 2 of 3 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR 7.3 Means of Escape Check 1 Two alternate means of escape are provided from any work area.

2 Emergency exit routes clean and free from obstruction.

3 Muster point has been set up and is clearly sign posted and covered in the induction. 4 Emergency exit is clearly marked and sign posted from all areas of site.

1.0 Planning and General

1.1 Risk and Opportunity at Design review to identify means to fast track design, construction and installation of permanent fire exits/escape routes, and permanent building emergency and general lighting. ROAD to address designing permanent fire stair construction as part of the jump form, use of prefabricated stair systems for construction, and optimisation of fire rated and fire resistant elements, materials and products. Designs to comply to the Building Code of Australia and other specified Australian Standards, Regulations, or Codes.

1.2 Undertake Project Impacts and Hazards Risk Assessment to identify potential impacts and hazards which

may lead to the outbreak of fire, including assessing the risks, and identifying effective measures aimed at eliminating or subsequently controlling these impacts and hazards.

1.3 Where the construction works involves refurbishment or fitout of existing occupied building or structure,

BLL Evacuation Procedures are to be developed and implemented in consultation with the Building Owner/Manager to ensure they align with any existing Fire and Emergency requirements or procedures.

1.4 Project Induction to include relevant sections of the Project Incident Management and Emergency

Evacuation Procedures, and all workers to undergo Project Induction prior to commencement of work on site. Induction content is updated to address ongoing changes in the location of emergency escape routes and evacuation procedures. Tool box talks or other forms of communication are held to inform previously inducted personnel of ongoing changes.

2.0 Exits and escape Where means of escape is limited, such as on the top deck under construction or a in a jump form, movable stairs are to be used in preference to ladders. Two alternative means of escape should be available at all times, where possible. Site specific Incident Management/Emergency Evacuation Procedures, Site Rules and Safe Work Method Statements are to ensure arrangements are made to keep:

– Sufficient numbers of fire exits available for the number of people on site, relevant to the building dimensions and ease of safe access around construction areas

– All fire exits/escape routes are clearly marked, emergency signage in place – Fire doors, designated accessways, internal and external stairs/scaffolds, hoist, crane, jump forms

and trailing deck/stair and lift access to remain clear at all times – Adequate emergency lighting installed/maintained at emergency access points and in general site

accessways – Drawings showing fire exits and escape routes, evacuation assembly areas, first aid/nurse call/fire

alarm/emergency alarm device/fire fighting equipment type and location posted on noticeboards, or in strategic locations (e.g. in hoists, lifts, jump forms), and maintained as access and site conditions change

– Storage of materials and delivery areas controlled to prevent impact on emergency


Issue date Last amendment date Revision No GMR 7.3 Means of Escape Page 3 of 3 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y

access/escape routes, or access by Emergency Services personnel – Stretcher width access on scaffold or other stairs, in main accessways, where possible


This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 7.4 Fire Fighting Equipment Page 1 of 5 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR Subsection: 4 Fire Fighting Equipment

Standard:

Sufficient numbers and types of fire fighting equipment must be available and correctly located at all times in accordance with local regulations and current good practice. Fire extinguishers, hose reels, fire blankets and riser inlet and outlet valves must be readily accessible, unobstructed, clearly signed and regularly checked.

Risers should progress with the construction or demolition of buildings, be no more than two floors below the construction floor and be regularly tested to ensure adequate water flow rate/pressure for the length and diameter of the riser and hose attached. Connections for the Fire Authority must satisfy the local requirements.

On floors where it is impracticable to provide coverage from risers and hose reels, effective means for extinguishing fires must be provided, e.g. drench drums, fire pails and additional fire extinguishers.

A sufficient number of Fire Marshalls/Wardens must be appointed and trained in basic fire fighting techniques using the equipment available.

All fire fighting equipment must be checked and serviced regularly, including testing of pump sets of wet risers and fire fighting lift controls and the results recorded. A weekly visual check must be carried out on all fire fighting equipment to ensure they have not been damaged, discharged or gone missing.

Adequate access must be maintained at all times for emergency services vehicles.

Periodic reviews of the fire fighting facilities shall be made with local Fire Authority to update equipment, access locations and relevant construction processes.

Means and Methods:

Pictograph Description

Class A - Ordinary Combustible Solids Wood, paper, cloth, plastics, rubber, coal, carbon based compounds etc.

Class B - Flammable & Combustible Liquids Petrol, oil, paint, thinners, kerosene, alcohol, etc…

Class C - Flammable Gases L.P.G., Butane, Acetylene, Hydrogen, natural gas and Methane etc …

Class D - Combustible Metals Magnesium, aluminium, sodium or potassium etc…


Issue date Last amendment date Revision No GMR 7.4 Fire Fighting Equipment Page 2 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 7

– Fire

& E

mer

genc

y

Class E - Electrical Fires Computers, switchboards, power-boards, etc..

Class F - Cooking Oils and Fats Cooking oils and fats usually found in industrial kitchens etc.

Extinguisher Description

Water Red in colour, it contains nine litres of water under pressure and is to be used in an upright position. It is designed for use on carbon based solids such as wood, paper, rubbish or textiles, and has a discharge period of 60 - 100 seconds. Water extinguishers are unsuitable for flammable liquid fires. This extinguisher must never be used on fires involving live electrical equipment.

Foam Blue in colour, it contains nine litres of an aqueous film-forming foam additive, and is to be used in an upright position. It is designed for use on flammable liquid fires such as petrol, oils and paint and has a discharge period of 40 - 90 seconds. This extinguishers must never be used on fires involving live electrical equipment.

Carbon Dioxide Red in colour with a black band, it is designed for use on fires involving flammable liquids and live electrical equipment. The discharge period depends on the size of the extinguisher.

Dry Chemical Red in colour with a white band, it contains a bi-carbonate based powder and is suitable for fires involving flammable liquids and live electrical equipment. The discharge period depends on the size of the extinguisher.

Wet Chemical Gold in colour, it has a liquid alkaline extinguishing agent, and is specifically designed for use in kitchens on deep fryer fires involving fat and cooking oil. This extinguisher must never be used on fires involving live electrical equipment.




Phys

ical G

MR 7

– Fire

& E

mer

genc

y

Mobile fire fighting

Two means of escape

Provide fire extinguishers and nurse call on jumpforms


Issue date Last amendment date Revision No GMR 7.4 Fire Fighting Equipment Page 4 of 5 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR 7.4 Fire Fighting Equipment Check

1 Fire fighting equipment plan has been completed and sufficient quantities of extinguishers provided.

2 Adequate access for emergency vehicles is never blocked.

3 Emergency services gang box in place.

1.0 Planning and risk assessment

1.1 Risk and Opportunity at Design review to identify means to fast track design, installation and commissioning of permanent services and fire prevention/control/detection/alarm/fighting equipment. ROAD to address number, location and type of temporary equipment required for site establishment and construction, and allocate as part of the relevant services procurement package.


1.3 The Risk Assessment to identify an adequate type, size and number of regularly tested and inspected fire extinguishers and/or fire hose reels, hydrants and risers must be provided in all areas. Testing and tagging of fire extinguishers to occur on a 6 monthly basis, or where otherwise specified by Australian, Standards, Regulations or Codes.

1.4 Clear access to fire fighting equipment, and signage indicating its location, is to be maintained at all times.

Weekly inspections are to be conducted to ensure this occurs, and that equipment is not damaged, missing or discharged (e.g. OHS Committee, BLL EHS Checklist inspections).

1.5 In consultation with the Project OHS Committee or Representatives, where appropriate, the local

Fire Brigade service should be invited to attend inspections or meetings to give input into and assist in the review of Project Fire Emergency systems and procedures, and review ongoing clear access for emergency fire fighting services.

1.6 Monthly review of Project Incident Management and Emergency Evacuation Procedures includes

assessment of continued adequacy of fire fighting equipment type, location and number.

2.0 Equipment and controls

2.1 Where possible, risers should progress with the construction or demolition of buildings, be no more than two floors below the construction floor and be regularly tested to ensure adequate water flow rate/pressure for the length and diameter of the riser and hose attached. Designs to comply to the Building Code of Australia and other specified Australian Standards, Regulations, or Codes.

2.2 Activities associated with hot works such as Oxy cutting, use of LPG, welding to have an appropriate type and size fire extinguisher in the immediate work location and allocated specifically for the works.

2.3 All mobile powered plant and equipment to have an appropriate type and size of fire extinguisher located within each item of plant, or available in close proximity to works.

3.0 Training




Phys

ical G

MR 7

– Fire

& E

mer

genc

y

3.1 All BLL site personnel with responsibilities under the Project Incident Management/Emergency Evacuation Procedures are to be trained and competent in the safe use of fire fighting equipment. A sufficient number of Subcontractors’ personnel are required to be trained and competent. All workers undertaking hot works must be trained and competent in the use of fire equipment.

3.2 Project Induction to include relevant sections of the Project Incident Management and Emergency Evacuation Procedures, and all workers to undergo Project Induction prior to commencement of work on site. Induction content is updated regularly to address ongoing changes in the location of emergency fire fighting and other equipment. Tool box talks or other forms of communication are held to inform previously inducted personnel of ongoing changes.

4.0 Existing Buildings

4.1 Where site offices or accommodation is to be located within existing structures (e.g. rented building space, car park in operating shopping centre), structures are to be investigated to confirm compliance with Building Code of Australia inspection, testing and certification requirements.

4.2 Where the construction works involves refurbishment or fitout of existing occupied building or structure, the

Building Owner/Manager is to be consulted to ensure BLL is aware of, and takes into consideration, any existing Fire and Emergency requirements or procedures.

4.3 Where BLL works involve the temporary isolation or interruption to services or areas containing existing fire

fighting equipment, safe systems such as additional temporary fire fighting equipment, Lock Out/Tag Out procedures, services isolation permits, or Inspection and Test Plans, are to be developed in consultation with the Building Owner/Manager to ensure no damage, hazard or adverse impact to the existing tenants or systems is made.

5.0 Emergency Services Gang Box

5.1 All sites will liaise with emergency services / fire brigade where appropriate. 5.2 An emergency services gong box should be located in a prominent RED box adjacent to the main entry.

This will contain an always up to date copy of: − Site layout showing access ways and points − Site layout showing LIVE hydrant points. − Site layout showing main electrical switchboard − Site Emergency contact list.

5.3 The Gang box will be clearly marked and prominent.


This pa

ge is in

tention

ally bla

nk


Issue date Last amendment date Revision No GMR 7.5 Evacuation Page 1 of 3 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y


GMR Subsection: 5 Evacuation Procedures

Standard:

All staff and visitors must be given instruction on emergency warning systems and evacuation procedures, including the area to assemble for the roll call.

Evacuation routes and Assembly Points must be well signed.

A sufficient number of Fire Marshalls/Wardens must be appointed and trained in evacuation procedures and their details recorded.

Fire drills should be held regularly (at least once per year for low risk situations; more frequently for higher risk situations) and their results recorded and used in performance reviews by the Safety Leadership Team.

Means and Methods:

Assembly point signage

Escape signage


GMR 7.5 Evacuation procedures Check

1 Site induction covers evacuation procedures.

2 Evacuation procedures are displayed regularly in site amenities and on site.

3 Fire drill held atleast once per 6 months / project. 4 Security / site register enables full head count at fire drill.

5 Evacuation signage is clearly visible on sites, in particular in basements and carparks.

1.1 Each Project to develop site specific Incident Management/Emergency Evacuation Procedures consistent with the requirements of Section 13 of the Project EHS Plan, which detail the implementation of the


Issue date Last amendment date Revision No GMR 7.5 Evacuation Page 2 of 3 1 July 2008 30 July 2009 2 Printed copies of this document are uncontrolled

Phys

ical G

MR 7

– Fire

& E

mer

genc

y

controls and processes identified in the Risk Assessment. Relevant to the type, size and duration of the project, the Procedures should consider arrangements for:

1.2 First aid, incident and emergency evacuation roles and responsibilities 1.3 Training and competency of personnel with allocated roles and responsibilities. 1.4 the system to be used to report on site emergency incidents and evacuation situations as they arise (e.g.

nurse call, 2 way radios, mobile phones). 1.5 Contacting professional emergency services, relaying emergency information, and liaison with external

authorities and other relevant parties. 1.6 Access arrangements to hydrants, risers etc and ongoing supply of information to emergency services

personnel. 1.7 The system to be used to notify site of an evacuation (e.g. siren, alarms, signals, fire wardens). 1.8 Emergency evacuation exits or means of escape, evacuation assembly points, emergency evacuation

signage. 1.9 Location, inspection and testing, use of fire fighting equipment. 1.10 Emergency rescue for trapped or injured personnel. 1.11 First aid facilities, personnel and any site specific procedures for first aid treatment, medical referral,

worker’s compensation and Return to Work monitoring. 1.12 Training or induction of all personnel working on site. 1.13 Ensuring the safe evacuation of visitors to the site, (e.g. Visitors’ Register, visitors accompanied by site

inducted person at all times, visitors issued emergency instructions cards, mini- induction to address evacuation etc).

1.14 Potential interface and emergency management responsibilities and communication with existing client or site occupier/tenant incident and emergency evacuation plans or procedures.

1.15 Control of unauthorised access onto site/registration of personnel arriving on site (e.g. Blue Glue access control, daily attendance book, Subcontractor Supervisor’s diary etc), and system of accounting for personnel in an emergency situation.

1.16 Incident communication and reporting procedures, emergency contact details, including out of hours emergencies.

1.17 Bomb threat, terrorist threat or other externally influenced emergencies. 1.18 Management of public relations and media. 1.19 Notification to regulatory authorities (e.g. WorkCover, WorkSafe, EPA). 1.20 Incident investigation, counselling and debrief.

2.0 Project Incident and Emergency Management Procedures shall be tested at least every 6 months through drills

and other exercises, and reviewed minimum monthly, or as site conditions and controls change, and updated as necessary.

3.0 Project Incident Management and Emergency Evacuation Procedures are posted on project noticeboards along

with a Drawing showing the location of fire exits and escape routes, evacuation assembly areas, first aid/nurse call/fire alarm/emergency alarm device/fire fighting and other emergency equipment.

4.0 Relevant sections of the Project Incident Management and Emergency Evacuation Procedures and Project

Impacts and Hazards Risk Assessment are required to be issued with subcontract tender packages where items are identified for information to, management of, or action by Subcontractors or other service providers, any relevant agreed responsibilities or actions must be included in contract documentation.


Issue date Last amendment date Revision No GMR 7.5 Evacuation Page 3 of 3 1 July 2008 30 July 2009 2


Phys

ical G

MR 7

– Fire

& E

mer

genc

y

5.0 Subcontractor’s EHS Plans and Risk Assessments to identify the relevant Subcontractor personnel with responsibility for first aid, incident management and emergency evacuation, and their relevant training and competency to undertake the task.

6.0 Project Induction to include relevant sections of the Project Incident Management and Emergency Evacuation

Procedures, and all workers to undergo Project Induction prior to commencement of work on site. Induction content is updated to address ongoing changes in the emergency procedures. Tool box talks or other forms of communication are held to inform previously inducted personnel of ongoing changes.
