5638-e1-1500-ca-ms-814-rev. a

EPC WORKS FOR CONSTRUCTION OF OIL TERMINAL AT HFZ

AGREEMENT NO. 10-5638-E-1

Sinopec International Petroleum Service Corporation – 8 Beichen West Road, Chaoyang District, Beijing China

ABU DHABI OIL REFINING COMPANY METHOD STATEMENT

METHOD STATEMENT FOR TANK INTERNAL SCAFFOLDING

ON FLOATING ROOF DOC. NO.: 5638-E1-1500-CA-MS-814

METHOD STATEMENT FOR

TANK INTERNAL SCAFFOLDING ON FLOATING ROOF (BY VENDOR)

TANK SHELL

DENOTES

BRACING

DENOTES

BRACING

DENOTES KNEE BRACE

CONNECTED TO LEDGER

@ MID - SPAN

DENOTES KNEE BRACE

CONNECTED TO LEDGER

@ MID - SPAN

DENOTES

SCAFFOLD

BOARDS

DENOTES TRANSOMS

@ MAX 0.83mm C/C

BRACING

R

2

0

0

0

0

2500 2500 2500 2500 2500 2500 2500 1600 2500 2500 2500 2500 2500 2500 2500

2500

2500

2500

2500

2500

2500

2500

1600

2500

2500

2500

2500

2500

2500

2500

1200

1300

1200

1300

1300

1200

1300

1200

1300

1200

1300

1200

1200

1300

1200

1300

1300 1200 1300

1300 1200 1300

1300 1200

1300

1200 1300

1300

1300 1200 1300

1300

1300 1200 1300

1300

1300 1200

1300 1200

13001200

1200 1300

Maximum Number of

Working Levels

Max. Total Number of

Planked/ Platformed Levels

Total Scaffold

Height

Working Platform

Load rating

1 1

1.50kN/m

2

BIRDCAGE SCAFFOLD - 1st PHASE 4.8m

A part of Harsco Infrastructure

Drawing-No.:CAD-File:

Project:

Drawn:

Scale: Client:

Name

Leatherhead, Surrey KT22 7SG

Tel: +44 (0) 844 3358860

Fax: +44 (0) 1372 381399

Date

Abu Dhabi Design Office

Tel: +971 (0) 2 5824835

Fax: +971 (0) 2 5827974

Checked:

Name


Tel: +44 (0) 844 3358860

E-Mail: [email protected]

www.harsco-i.com

P.O. Box 7574

Abu Dhabi, United Arab Emirates

Remark:

Fax: +44 (0) 1372 381399

Harsco House, Regent ParkHarsco House, Regent Park

Quebeisi SGB LLC

SINOPEC

Birdcage Scaffold Jet A-1 Tank - 1st Phase

PLAN LAYOUT at Oil Terminal at Hamriyah

Cuplok and Tube & fittings

A-UAE-6060-24A

As shown

09/11/2014EMK

09/11/2014 MWR

6060-24&25

FOR DISCUSSION AND PRICING PURPOSES ONLY - SUBJECT TO CUSTOMERS APPROVAL

Prelim

inary

Dra

win

g

Approva

l Require

d

DRAWING STATUS

Construction Status fully valid when checked and dated !

RESIDUAL RISK ASSESSMENT

Wherever possible, risk is designed-out of this proposal during the design process. Where this is not

possible, the risk will be minimised and any residual risk will be noted and indicated by the symbol.

DRAWING STATUS

Preliminary drawing

Drawing Notes

1. Harsco Infrastructure Copyright

This drawing is the copyright of Harsco Infrastructure. No unauthorised use, copy or disclosure is to be made

and it is to be returned upon request.The drawing is supplied subject to the company's standard conditions as

applicable. Harsco Infrastructure reserves the right to amend drawing details and material components subject

to stock availability.

2. Basis of Design

This drawing has been prepared from information supplied to us by, or on behalf of the Customer, who should

check that we have correctly interpreted his requirements and that all loadings, dimensions, details, erection,

pouring and striking sequences etc. are as required and practicable.

The following documents have been used to prepare this scheme:-

Customer Drawings: ....................................................................................


Design Brief: ....................................................................................

Customer Method Statement: ....................................................................................

Other Information: ....................................................................................

This drawing has been prepared in accordance with Harsco Infrastructure Equipment Datasheets, Formwork,

A Guide to Good Practice (Concrete Society) 2nd Edition, CIRIA Report 108 Concrete Pressure on

Formwork, as well as the relevant statutory provisions and Codes of Practice.

To enable us to complete this drawing, we have allowed for the following:-

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

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

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

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

The Customer is to check and confirm that we have correctly interpreted his requirements.

The Customer is directed to the Members Area of our website where all the latest Product Datasheets, CAD

blocks, Animations, and other useful technical information is available to download. Please visit

www.harsco-i.com and follow the links for details.

3. Applied Loads

Applied loads (unless otherwise indicated) where applicable:-

Falsework Self Weight of Concrete 24.5 kN/m³

Self Weight of Formwork 0.50 kN/m²

Live Load varies 1.50kN/m² to 2.50kN/m² as per BS 5975:2008.

Formwork Maximum Concrete Pressure allowed ...............kN/m²

Concrete Type (CIRIA 108) ...............

Concrete Temperature ...............°C

Rate of Rise ...............m/hr

Access Working Lifts ...............No. @...............kN/m²

Additional Lifts ...............No. @...............kN/m²

Hop-Up Brackets ...............No. @...............kN/m²

Wind Wind loads where applicable, have been calculated in accordance with BS 6399. Max. Design

Wind Force...............kN/m²

4. Timber

No timber is supplied by Harsco Infrastructure unless specifically stated. Where Harsco Infrastructure does not

supply, the design & supply of timber is the responsibility of the Customer. To enable us to complete this

drawing the following properties (based on Formwork, A Guide to Good Practice), have been allowed for as

the Customers

Timber(s):

Main bearers ...................................... Secondary bearers ......................................

Walings ...................................... Other(s) ......................................

Timber Grade allowed ......................................

Plywood ......................................with face grain orientated parallel to span.

5. Formwork

THE CUSTOMER IS RESPONSIBLE FOR ENSURING THAT ALL HARSCO INFRASTRUCTURE

COMPONENTS THAT COME INTO CONTACT WITH CONCRETE ARE TREATED WITH CHEMICAL

RELEASE AGENT PRIOR TO EACH USE.

6. Foundations/Support

Unless otherwise noted, no soleplates or other means of spreading the imposed loads are supplied by Harsco

Infrastructure. Where Harsco Infrastructure equipment is supported, suspended, anchored or tied to an

existing structure or the ground, the Customer must ensure that the structure or ground is adequate to safely

support the additional imposed loads.

7. Modification

This drawing has been prepared using the Safe Working Loads of the Harsco Infrastructure components

specified. No alteration to components, assembly, loading or any other aspect must be made without the

expressed written authority from Harsco Infrastructure.

8. Tying & Bracing

The Customer is responsible for ensuring all structures remain adequately tied and/or braced to carry the load

and ensure stability. No ties or braces are to be removed or altered in any way without the expressed written

authority from Harsco Infrastructure. Where Harsco Infrastructure is supplying equipment only, the supply &

fixing of all necessary ties is the responsibility of the Customer.

9. Temporary Working Platforms

Unless specifically stated it is considered that any other working platforms (for erection or dismantling

purposes), will be designed, supplied and fitted by the Customer.

10. Design Output

This drawing should be read in conjunction with :-

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

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

Unless indicated otherwise, all loads shown are not factored.

Maximum calculated Leg Load =...............kN

Lift positions and bracing frequency to be as shown.

Maximum calculated Tie Load =...............kN

Tie Type :-................................

Tie spacing to be as shown on drawing.

Note, method of assessment of loads in tie rods allows for elongation of ties and not continuity. Ref. Formwork,

A Guide to Good Practice 2nd Edition 3.8.2.

Unless a specification for tolerance has been provided, deflection has been limited to 1/270th of the maximum

span of each member.

Maximum weight of formwork unit = ................kg

Maximum weight of table unit = ................kg

12. Eccentricity

All legs are to be erected plumb and loaded concentrically to the general tolerances given in BS5975:2008

section 20 "Work on Site" (unless noted otherwise).

13. Obligation, Responsibilities & CDM

This drawing constitutes Harsco Infrastructures Risk Assessment in accordance with Regulation 11 of the

current CDM Regulations 2007. The elimination of general risk in the use of temporary works is by use of good

practice. Guidance can be found within relevant Codes, HSE publications and Guides. Wherever possible, risk

is designed out of this proposal during the design process.

************DO NOT TAKE RISK ! - IF IN DOUBT, ASK************

5638-E1-1500-MEQ-DWG-501Rev 0

.

.

.

.

.Information as per Action request sheet

No Sheeting

.

.

.

.

.

.

1 1.5

.

. .

.

.

.

.

.

.

.

.

.

13.5

.

.

.

.

This drawing is for

discussion, pricing, and

approval by the customer.

It forms no part of any

agreement until issued

and signed in its

construction status.

By :

Date :

This design has been

checked for loadings, local

and overall stability in

accordance with our

interpretation of the

customers requirements.

By :

Date : 09/11/2014

BIRDCAGE PLAN LAYOUT - Jet A-1 Tank

SCALE 1:75

Index

Revision Date

Index

A

Drawn: Checked:

Revised as per clients comments - For Approval12/11/2014

EMK MWR

Maximum Number of

Working Levels

Max. Total Number of

Planked/ Platformed Levels

Total Scaffold

Height

Working Platform

Load rating

1 1

1.50kN/m

2

BIRDCAGE SCAFFOLD - 1st PHASE 4.8m

2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500

20400

40000

DENOTES FLOATING

ROOF @ LEVEL +21.400

5321

12.6kN10.9kN12.8kN12.6kN12.5kN12.4kN 12.5kN 12.4kN12.2kN 12.2kN6.1kN 6.1kN

CLIENT TO ENSURE FLOATING ROOF (ON WHICH THE SCAFFOLD IS FOUNDED)

IS ABLE TO WITHSTAND THE ABOVE EXTRA IMPOSED LOADS

DENOTES LEG LOAD ON FLOATING ROOF

1600

22000

1600

10.9kN

SC

AF

FO

LD

H

EIG

HT

=

4.8m

1700 1700

600

600

12.8kN 12.8kN 12.8kN

4182

LED LOAD = 12.8kN

LED LOAD = 12.6kN

LED LOAD = 12.5kN

LED LOAD = 12.4kN

LED LOAD = 12.2kN

LED LOAD = 6.1kN

** NOTE :-

All Scaffold Couplers must be tightened up to a

torque of 7 kg.m (50ft.lbs)

Cuplok

Ledger

Base & Head Plate

with Jack

Cuplok Node Point

Ledger Connection

Cuplok Std.

Cuplok

Ledger

Cuplok Std.

10001300 120018002500 1600

2500

2000

2000

2500

3000

3000

2500

2500 2000

2000

3500

3500

2500 2500

30003000

2000

15002000

2000

20002500

2500 2500

TABLE SHOWING LENGTH OF BRACING TUBES (mm)

Bay Length (mm)

900

1500

1500

2000

2500

Lift Height

Jack Bracing

Lacing to Internal Beam Brackets

(Full extension)

1000

1500

2000

1500 15001500

Bay Length

Can only be used to Connect

Perpendicular Tubes

Tube Fittings

Double Coupler

Tube Fittings

Swivel Coupler

Used to Connect

Angular Tubes

A part of Harsco Infrastructure

Drawing-No.:CAD-File:

Project:

Drawn:

Scale: Client:

Name


Tel: +44 (0) 844 3358860

Fax: +44 (0) 1372 381399

Date

Abu Dhabi Design Office

Tel: +971 (0) 2 5824835

Fax: +971 (0) 2 5827974

Checked:

Name


Tel: +44 (0) 844 3358860

E-Mail: [email protected]

www.harsco-i.com

P.O. Box 7574

Abu Dhabi, United Arab Emirates

Remark:

Fax: +44 (0) 1372 381399

Harsco House, Regent ParkHarsco House, Regent Park

Quebeisi SGB LLC

SINOPEC

Birdcage Scaffold Jet A-1 Tank - 1st Phase

PLAN LAYOUT at Oil Terminal at Hamriyah

Cuplok and Tube & fittings

A-UAE-6060-25

As shown

09/11/2014EMK

09/11/2014MWR

6060-24&25

FOR DISCUSSION AND PRICING PURPOSES ONLY - SUBJECT TO CUSTOMERS APPROVAL

Prelim

inary

Dra

win

g

Approva

l Require

d

DRAWING STATUS

Construction Status fully valid when checked and dated !

RESIDUAL RISK ASSESSMENT

Wherever possible, risk is designed-out of this proposal during the design process. Where this is not

possible, the risk will be minimised and any residual risk will be noted and indicated by the symbol.

DRAWING STATUS

Preliminary drawing

Drawing Notes

1. Harsco Infrastructure Copyright

This drawing is the copyright of Harsco Infrastructure. No unauthorised use, copy or disclosure is to be made

and it is to be returned upon request.The drawing is supplied subject to the company's standard conditions as

applicable. Harsco Infrastructure reserves the right to amend drawing details and material components subject

to stock availability.

2. Basis of Design

This drawing has been prepared from information supplied to us by, or on behalf of the Customer, who should

check that we have correctly interpreted his requirements and that all loadings, dimensions, details, erection,

pouring and striking sequences etc. are as required and practicable.

The following documents have been used to prepare this scheme:-



Design Brief: ....................................................................................

Customer Method Statement: ....................................................................................

Other Information: ....................................................................................

This drawing has been prepared in accordance with Harsco Infrastructure Equipment Datasheets, Formwork,

A Guide to Good Practice (Concrete Society) 2nd Edition, CIRIA Report 108 Concrete Pressure on

Formwork, as well as the relevant statutory provisions and Codes of Practice.

To enable us to complete this drawing, we have allowed for the following:-

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

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

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

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

The Customer is to check and confirm that we have correctly interpreted his requirements.

The Customer is directed to the Members Area of our website where all the latest Product Datasheets, CAD

blocks, Animations, and other useful technical information is available to download. Please visit

www.harsco-i.com and follow the links for details.

3. Applied Loads

Applied loads (unless otherwise indicated) where applicable:-

Falsework Self Weight of Concrete 24.5 kN/m³

Self Weight of Formwork 0.50 kN/m²

Live Load varies 1.50kN/m² to 2.50kN/m² as per BS 5975:2008.

Formwork Maximum Concrete Pressure allowed ...............kN/m²

Concrete Type (CIRIA 108) ...............

Concrete Temperature ...............°C

Rate of Rise ...............m/hr

Access Working Lifts ...............No. @...............kN/m²

Additional Lifts ...............No. @...............kN/m²

Hop-Up Brackets ...............No. @...............kN/m²

Wind Wind loads where applicable, have been calculated in accordance with BS 6399. Max. Design

Wind Force...............kN/m²

4. Timber

No timber is supplied by Harsco Infrastructure unless specifically stated. Where Harsco Infrastructure does not

supply, the design & supply of timber is the responsibility of the Customer. To enable us to complete this

drawing the following properties (based on Formwork, A Guide to Good Practice), have been allowed for as

the Customers

Timber(s):

Main bearers ...................................... Secondary bearers ......................................

Walings ...................................... Other(s) ......................................

Timber Grade allowed ......................................

Plywood ......................................with face grain orientated parallel to span.

5. Formwork

THE CUSTOMER IS RESPONSIBLE FOR ENSURING THAT ALL HARSCO INFRASTRUCTURE

COMPONENTS THAT COME INTO CONTACT WITH CONCRETE ARE TREATED WITH CHEMICAL

RELEASE AGENT PRIOR TO EACH USE.

6. Foundations/Support

Unless otherwise noted, no soleplates or other means of spreading the imposed loads are supplied by Harsco

Infrastructure. Where Harsco Infrastructure equipment is supported, suspended, anchored or tied to an

existing structure or the ground, the Customer must ensure that the structure or ground is adequate to safely

support the additional imposed loads.

7. Modification

This drawing has been prepared using the Safe Working Loads of the Harsco Infrastructure components

specified. No alteration to components, assembly, loading or any other aspect must be made without the

expressed written authority from Harsco Infrastructure.

8. Tying & Bracing

The Customer is responsible for ensuring all structures remain adequately tied and/or braced to carry the load

and ensure stability. No ties or braces are to be removed or altered in any way without the expressed written

authority from Harsco Infrastructure. Where Harsco Infrastructure is supplying equipment only, the supply &

fixing of all necessary ties is the responsibility of the Customer.

9. Temporary Working Platforms

Unless specifically stated it is considered that any other working platforms (for erection or dismantling

purposes), will be designed, supplied and fitted by the Customer.

10. Design Output

This drawing should be read in conjunction with :-

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

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

Unless indicated otherwise, all loads shown are not factored.

Maximum calculated Leg Load =...............kN

Lift positions and bracing frequency to be as shown.

Maximum calculated Tie Load =...............kN

Tie Type :-................................

Tie spacing to be as shown on drawing.

Note, method of assessment of loads in tie rods allows for elongation of ties and not continuity. Ref. Formwork,

A Guide to Good Practice 2nd Edition 3.8.2.

Unless a specification for tolerance has been provided, deflection has been limited to 1/270th of the maximum

span of each member.

Maximum weight of formwork unit = ................kg

Maximum weight of table unit = ................kg

12. Eccentricity

All legs are to be erected plumb and loaded concentrically to the general tolerances given in BS5975:2008

section 20 "Work on Site" (unless noted otherwise).

13. Obligation, Responsibilities & CDM

This drawing constitutes Harsco Infrastructures Risk Assessment in accordance with Regulation 11 of the

current CDM Regulations 2007. The elimination of general risk in the use of temporary works is by use of good

practice. Guidance can be found within relevant Codes, HSE publications and Guides. Wherever possible, risk

is designed out of this proposal during the design process.

************DO NOT TAKE RISK ! - IF IN DOUBT, ASK************

5638-E1-1500-MEQ-DWG-501Rev 0

.

.

.

.

.Information as per Action request sheet

No Sheeting

.

.

.

.

.

.

1 1.5

.

. .

.

.

.

.

.

.

.

.

.

13.5

.

.

.

.

This drawing is for

discussion, pricing, and

approval by the customer.

It forms no part of any

agreement until issued

and signed in its

construction status.

By :

Date :

This design has been

checked for loadings, local

and overall stability in

accordance with our

interpretation of the

customers requirements.

By :

Date : 09/11/2014

SECTION A-A - Jet A-1 Tank

SCALE 1:75

LEG LOAD KEY PLAN

SCALE

N.T.S

IndexRevision Date

Index

A

Drawn: Checked:

Revised as per clients comments - For Approval 12/11/2014 EMK MWR

OIL TERMINAL CONSTRUCTION PROJECT (EPC-1), HFZ, SHARJAH RISK ASSESSMENT

Task Description Scaffolding Erection, Dismantle and Modification Inside Tank no.504 Work order No Prepared by (Name and signature)

Suresh Kumar

Date 16-11-2014

Step No

Description of Task Step

Hazard Consequences (People, Environment, Assets, Reputation)

Controls (Prevent, Detect, Control, Mitigate)

Baseline Risk

Additional Control Measures/ Actions

Resp Party Residual Risk

S P R S P R

1 Delivery of materials Mechanical handling of materials. Lorry mounted Loader/cranes etc.

Being struck by vehicle or passing vehicle. Striking the public with materials or vehicle

Public/contractors/ scaffold team

Operators must be trained,authorised and certificated. Outriggers must be fully extended. Any slinging of materialsmust be carried out by persons trained to do so or under the supervision of a trained person. Avoid vehicle reversing where possible. Inspect equipment before use. Keep work area tidy and maintain access

4 B M Vehicle moving as per the site traffic rule with trained banksman. Erect barriers and signs to protect others. Scaffold team to wear Hi-Viz vests. Always stand clear of bundles in a safe distance. All equipments to beregularly maintained tested and examined as per statutoryrequirement i.e.crane , slings and chains

Performer 2 B M


2

Manual handling of materials

Back injury Muscular strains and sprains Hernia Cuts/bruising Crushing

scaffold team Gloves,safety boots and helmet to be worn. Do not carry materials up or down ladders. When handling materials by hand or rope, concentrate on the task you are doing. Do not attempt to lift or pass a weight that you feel is too heavy or that you are not comfortable with. Where possible , all short materials(Under 3M) should be passed up through the scaffold lift and not up the out side.

2 C M Team to be shown company manual handling video Making LITE of loads. Make sure your gloves are well fitting and free from grease,mud, oil etc which can lead to poor grip and handling. Ensure team shall be aware about manual handling techniques. Ensure good communication when passing materials hand to hand. Area must be barricaded with propper sign.

Performer 1 C L

3 Scaffolding materials

Possible scaffold failure. Fall of men and materials.

Scaffold team/User

Check materials fit for use,particularly boards/ladders. Sub-standard materials to be isolated and returned to depot.

2 C M All components should be inspected before use

Performer 1 C L


4 Site Hazard

Recognition. Unforeseen or unknown hazards.

Scaffold team Super visor/Manager to carry out pre-start site survey safety checklist prior to starting work on the project for the first time. Site safety plan comprising Method Statement and Risk Assessmentbased on findings to be produced,sent to site,disseminated to the workforce and recorded as received and understood by the workforce on a Tool box talk record. Job health and safety checklist to be copleted by foreman prior to work commecing for first time at site and at the start of each shift. Site Task Observation Reports are completed one per month per site by contracts supervisors. Scaffold team are encouraged to submit site hazard observations from all sites via near missing cards,increasing general and specific hazard awareness through the workforce. All persons are required to attend site induction training prior to entering site for the first time.

3 C M Supervisor to regularly visit site. Non scaffolding related HSE topics from main contractor are circulated to workforce via Tool Box Talk sessins to increase general awarness of site hazards.

Performer 1 C M


5 Working at

height. Erecting dismantling either tube and fittings or Cuplok scaffolding.

Falls of men and materials.

Scaffold team Others working below who may be struck by falling materials

All work at height must be planned , organised and supervised by competent persons. Safe systems of work, to include working off a minimum of 4 properly supported boards, and minimum of single guardrail on non-working lifts, as per N.A.S.C guidance SG4:05 Follow Company procedure for use of safety harnesses, as per N.A.S.C guidance SG4:05. Do not work on exposed edges or on incomplete platforms unless using safety harness tied off to a suitable anchor point. Suitable and sufficient means of access and egress must be maintained at all times. Install and remove ladders progressively as work continues Pre-dismantle checks of scaffold to ensure that it has not been tampered with. Supervisor to regularly visit site Train scaffolders what to do in the event of a fall or when have fallen and suspended in harness, to prevent or minimise damage caused by suspension trauma All employees will be trained on the use, care and wearing of fall protection before working at height. Trainee’s shall be limited to working on scaffolds that are fully boarded and double guardrailed.

4 B M Use of safety harness should be mandatory & 100% tie off. Inspection and approval of scaffold and use scaff tag system and inspection record. Ensure all personals are trained and phisically fit for the task. Ensure all tools are secured propperly. Barrier off below to restrict access to work area, creating a general exclusion zone. Always ensure that work areas are barricaded off using physical barriers/warning tape and clearly displayed signage

Performer 2 B M


6 Working at

Height, erecting, altering or dismantling scaffolds. Passing/lifting materials up the outside of the scaffold.

Falls of material from height

Scaffold Team Other workers Public

Barrier off below to restrict access to work area, creating a general exclusion zone. Always ensure that work areas are barricaded off using physical barriers/warning tape and clearly displayed signage. Set up additional exclusion zone within general exclusion zone to keep Harsco employees out of direct line of materials which may be being passed or lifted up the outside of the scaffold. Leave yourself enough room within area to carry out your task safely and easily. Ensure Gin wheels/ropes/lifting bags are fit for use Do not attempt to lift a weight that you or your colleages are not comfortable with. Where possible, all materials under 3m in length should be passed up internally through the scaffold, not externally Ensure good communication (verbal and action) and stay alert when passing materials hand to hand Keep stacked material on scaffold to a minimum. Ensure there are no gaps in the platform that material can fall through. Do not stack material higher than the toeboards. Stack short tubes at right angles to the boards. In the event of high winds, ensure

4 B M

Only certified/authorised personnel shall be allowed for modifying the scaffold. Only certified scaffolding inspector shall be inspect periodically. Supervisor/Foreman shall be present while work is going on. Ensure the personnel do not work outside the platform unless properly tied.

Performer 2 B M


Working at

Height, erecting, altering or dismantling scaffolds. Passing/lifting materials up the outside of the scaffold.

Falls of material from height

Scaffold Team Other workers Public

Do not leave materials leant against structures or scaffolds unnattended Ensure main contractor removes all debris from boarded lifts prior to dismantling. Pre-dismantle checks of scaffold to ensure all loose materials are removed All materials should be passed down by hand or by crane/forklift. Do not bomb/drop materials Ensure gloves are well fitting and free from mud/grease Adopt good stacking procedures Do not overload scaffold with stored equipment

4 B M Performer 2 B M

7

Heat stress management

Extreme Temperature High humidity

Heat related illness Provision of water points at frequent intervals. Job Rotation Provision of shelters Acclimatisation Provision of ORS Provision of rest at regular intervals Changing of shift timings Special considerations to Ramdan fasting workers Water can is a mandatory PPE.

3 D M Heat Stress training to be provided to all employees.Flag system to be followed Strict supervision Alone worker prohibited Buddy system of work. Provision of First aid Centre – always Display of anti-heat posters to educate employees

Performer 2 A L

5638-e1-1500-ca-ms-814-rev. a

Documents