MS for roof and wall panel installation rev 1

Method statement and Job Safe Analysis for concrete slab 1. Purpose : The purpose of this document is to describe the method for concrete slab and to details out the step to be taken to meet EHS and technical requirements for concrete slab. 2. Scope of work : This method statement covers the works which related to concrete slab work at site (workshop floor).This is also describes details of EHS requirement, equipment, manpower. 3. Responsibilities : It is overall responsibility of project manager to organize resources to perform concrete slab work activities as per project specification in with schedule and safety requirements. EHS Manager will ensure coordination with Site Manager and Site Supervisor that all measure taken shall be maintained until completion of job.

METHOD STATEMENT FOR ROOF AND WALL PANEL

INSTALLATION

Kim Min Wook

METHOD STATEMENT FOR ROOF AND WALL PANEL

INSTALLATION

Kim Min Wook

METHOD STATEMENT FOR ROOF AND WALL PANEL

INSTALLATION

Kim Min Wook

1 PURPOSE 3

2 REFERENCE DOCUMENTS 3

3 SCOPE 3

4 REPONSIBILITIES 3

4.1.1 Project Manager: 3

4.1.2 Site Manager 4

4.1.3 Erection engineer 5

4.2.4 Erector 5

4.2.6 HSSE Manager 6

4.2.7 HSSE Supervisor 7

4.2.8 QC inspector 7

4.2.9 Temporary building and facilities 8

4.2.10 Insurance 8

5 EXECUTTION SEQUENCE 9

5.1 Unloading 9

5.2 Checking 9

5.3 Materials arrangement 10

6 PANEL INSTALLATION 11

7 HEALTH AND SAFETY REQUIREMENTS 16

7.1 Health and safety training 16

7.2 Equipment and tools used in the erection activity 16

7.2.2 Hand tools 17

7.2.3 Horizontal Fall Arrest System 17

7.2.4 Full body harness required 19

7.3 OTHERS 19

8 JOB SAFETY ANALYSIS 19

Contents 1 PURPOSE 3

2 REFERENCE DOCUMENTS 3

3 SCOPE 3

4 REPONSIBILITIES 3

4.1.1 Project Manager: 3

4.1.2 Site Manager 4

4.1.3 Erection engineer 5

4.2.4 Erector 5

4.2.6 HSSE Manager 6

4.2.7 HSSE Supervisor 7

4.2.8 QC inspector 7

4.2.9 Temporary building and facilities 8

4.2.10 Insurance 8

5 EXECUTTION SEQUENCE 9

5.1 Unloading 9

5.2 Checking 9

5.3 Materials arrangement 10

6 PANEL INSTALLATION 11

7 HEALTH AND SAFETY REQUIREMENTS 16

7.1 Health and safety training 16

7.2 Equipment and tools used in the erection activity 16

7.2.2 Hand tools 17

7.2.3 Horizontal Fall Arrest System 17

7.2.4 Full body harness required 19

7.3 OTHERS 19

8 JOB SAFETY ANALYSIS 19

Contents 1 PURPOSE 3

2 REFERENCE DOCUMENTS 3

3 SCOPE 3

4 REPONSIBILITIES 3

4.1.1 Project Manager: 3

4.1.2 Site Manager 4

4.1.3 Erection engineer 5

4.2.4 Erector 5

4.2.6 HSSE Manager 6

4.2.7 HSSE Supervisor 7

4.2.8 QC inspector 7

4.2.9 Temporary building and facilities 8

4.2.10 Insurance 8

5 EXECUTTION SEQUENCE 9

5.1 Unloading 9

5.2 Checking 9

5.3 Materials arrangement 10

6 PANEL INSTALLATION 11

7 HEALTH AND SAFETY REQUIREMENTS 16

7.1 Health and safety training 16

7.2 Equipment and tools used in the erection activity 16

7.2.2 Hand tools 17

7.2.3 Horizontal Fall Arrest System 17

7.2.4 Full body harness required 19

7.3 OTHERS 19

8 JOB SAFETY ANALYSIS 19

1 PURPOSE

This method statement covers the construction works for the Fruit of the loom new factory anddeals with the panel of workshop The method statement was prepared in accordance to theSpecification and Drawings as well as the relevant standard and codes

The method statement describes the necessary procedure to follow in order to ensure thatpanel installation works is executed safely and in accordance with the Contract requirements,and that all quality assurance/control activities are conducted in a systematic manner, withinspections and conformance verified and documented

2 REFERENCE DOCUMENTS

DW-SDW-0002.1 Shop drawing for panel workshop

DW-S-0004 Specification for Steel Structure – Erection

3 SCOPE

Works will be carried out based on the construction program and the approved shopdrawings The works will be carried out in a safe manner in accordance with the approved safetyplan and the Specification requirements Panel will be installed to their designated location asshown on the approved shop drawings The works will be coordinated with other constructionactivities on the Site, as necessary and in accordance with the plans, Drawings, Specificationand all relevant standards Upon completion of the Works, the site will be cleaned as necessary

to ensure the smooth execution of other construction activities

4 RESPONSIBILITIES

 Acting as the main technical adviser on a construction site for FOTL, crafts people andoperatives

 Manage project on time and under budget

 Ensuring that all materials used and work performed are as per specifications;

 Overseeing the selection and requisition of materials and plant;

 Agreeing a price for materials, and making cost-effective solutions and proposals for theintended project;

 Managing, monitoring and interpreting the contract design documents supplied by theengineer/ architect;

 Liaising with engineers and their representatives(architects, engineers and surveyors),including attending regular meetings to keep them informed of progress;

 Daily management of the site, including supervising and monitoring the site labor force andthe work of FOTL;

 Planning the work and efficiently organizing the plant and site facilities in order to meetagreed deadlines;

1 PURPOSE

This method statement covers the construction works for the Fruit of the loom new factory anddeals with the panel of workshop The method statement was prepared in accordance to theSpecification and Drawings as well as the relevant standard and codes

The method statement describes the necessary procedure to follow in order to ensure thatpanel installation works is executed safely and in accordance with the Contract requirements,and that all quality assurance/control activities are conducted in a systematic manner, withinspections and conformance verified and documented

2 REFERENCE DOCUMENTS

DW-SDW-0002.1 Shop drawing for panel workshop

DW-S-0004 Specification for Steel Structure – Erection

3 SCOPE

Works will be carried out based on the construction program and the approved shopdrawings The works will be carried out in a safe manner in accordance with the approved safetyplan and the Specification requirements Panel will be installed to their designated location asshown on the approved shop drawings The works will be coordinated with other constructionactivities on the Site, as necessary and in accordance with the plans, Drawings, Specificationand all relevant standards Upon completion of the Works, the site will be cleaned as necessary

to ensure the smooth execution of other construction activities

4 RESPONSIBILITIES

 Acting as the main technical adviser on a construction site for FOTL, crafts people andoperatives

 Manage project on time and under budget

 Ensuring that all materials used and work performed are as per specifications;

 Overseeing the selection and requisition of materials and plant;

 Agreeing a price for materials, and making cost-effective solutions and proposals for theintended project;

 Managing, monitoring and interpreting the contract design documents supplied by theengineer/ architect;

 Liaising with engineers and their representatives(architects, engineers and surveyors),including attending regular meetings to keep them informed of progress;

 Daily management of the site, including supervising and monitoring the site labor force andthe work of FOTL;

 Planning the work and efficiently organizing the plant and site facilities in order to meetagreed deadlines;

1 PURPOSE

This method statement covers the construction works for the Fruit of the loom new factory anddeals with the panel of workshop The method statement was prepared in accordance to theSpecification and Drawings as well as the relevant standard and codes

The method statement describes the necessary procedure to follow in order to ensure thatpanel installation works is executed safely and in accordance with the Contract requirements,and that all quality assurance/control activities are conducted in a systematic manner, withinspections and conformance verified and documented

2 REFERENCE DOCUMENTS

DW-SDW-0002.1 Shop drawing for panel workshop

DW-S-0004 Specification for Steel Structure – Erection

3 SCOPE

Works will be carried out based on the construction program and the approved shopdrawings The works will be carried out in a safe manner in accordance with the approved safetyplan and the Specification requirements Panel will be installed to their designated location asshown on the approved shop drawings The works will be coordinated with other constructionactivities on the Site, as necessary and in accordance with the plans, Drawings, Specificationand all relevant standards Upon completion of the Works, the site will be cleaned as necessary

to ensure the smooth execution of other construction activities

4 RESPONSIBILITIES

 Acting as the main technical adviser on a construction site for FOTL, crafts people andoperatives

 Manage project on time and under budget

 Ensuring that all materials used and work performed are as per specifications;

 Overseeing the selection and requisition of materials and plant;

 Agreeing a price for materials, and making cost-effective solutions and proposals for theintended project;

 Managing, monitoring and interpreting the contract design documents supplied by theengineer/ architect;

 Liaising with engineers and their representatives(architects, engineers and surveyors),including attending regular meetings to keep them informed of progress;

 Daily management of the site, including supervising and monitoring the site labor force andthe work of FOTL;

 Planning the work and efficiently organizing the plant and site facilities in order to meetagreed deadlines;

 Overseeing quality control, HSE matters on site;

 Preparing regular reports as required;

 Resolving any unexpected technical difficulties and other problems that may arise

The site manager has overall management and control of the building site and shouldensure that:

 The building construction is in accordance with the project schedule

 A traffic management plan is developed and implemented(which includes safeaccess/egress points and delivery areas)

 A marking plan has been submitted

 A delivery schedule submitted by the fabricator is agreed upon

 The activities of all contractors are being coordinated and supervised

 The ground surface or supporting structure is suitable for plant (such as EWP, mobilescaffolds and cranes) to operate safely

 Holding-down bolts, cast in concrete footing, pedestals or slabs, are within tolerance

 Shop drawings (prepared by the shop detailer)

 Have a signed statement from the structural design engineer that the shop drawingscomply with the structural design

 The erection engineer provides clear advice on how to achieve stability for each stage

of the structure’s erection

 Weather conditions are continually monitored, particularly potentially hazardous situationslike high or strong winds and electrical storms, and that a contingency plan has beendeveloped for severe weather

 At least one of the erection crew or another person who remains on site throughout

erection should hold a current qualification as a level 2 first aider

 A safe work method statement has been developed and work is under taken in

accordance with the SWMS

Site manager must also provide to contractors a detailed site plan, which

Includes information on:

 Overseeing quality control, HSE matters on site;

 Preparing regular reports as required;

 Resolving any unexpected technical difficulties and other problems that may arise

The site manager has overall management and control of the building site and shouldensure that:

 The building construction is in accordance with the project schedule

 A traffic management plan is developed and implemented(which includes safeaccess/egress points and delivery areas)

 A marking plan has been submitted

 A delivery schedule submitted by the fabricator is agreed upon

 The activities of all contractors are being coordinated and supervised

 The ground surface or supporting structure is suitable for plant (such as EWP, mobilescaffolds and cranes) to operate safely

 Holding-down bolts, cast in concrete footing, pedestals or slabs, are within tolerance

 Shop drawings (prepared by the shop detailer)

 Have a signed statement from the structural design engineer that the shop drawingscomply with the structural design

 The erection engineer provides clear advice on how to achieve stability for each stage

of the structure’s erection

 Weather conditions are continually monitored, particularly potentially hazardous situationslike high or strong winds and electrical storms, and that a contingency plan has beendeveloped for severe weather

 At least one of the erection crew or another person who remains on site throughout

erection should hold a current qualification as a level 2 first aider

 A safe work method statement has been developed and work is under taken in

accordance with the SWMS

Site manager must also provide to contractors a detailed site plan, which

Includes information on:

 Overseeing quality control, HSE matters on site;

 Preparing regular reports as required;

 Resolving any unexpected technical difficulties and other problems that may arise

The site manager has overall management and control of the building site and shouldensure that:

 The building construction is in accordance with the project schedule

 A traffic management plan is developed and implemented(which includes safeaccess/egress points and delivery areas)

 A marking plan has been submitted

 A delivery schedule submitted by the fabricator is agreed upon

 The activities of all contractors are being coordinated and supervised

 The ground surface or supporting structure is suitable for plant (such as EWP, mobilescaffolds and cranes) to operate safely

 Holding-down bolts, cast in concrete footing, pedestals or slabs, are within tolerance

 Shop drawings (prepared by the shop detailer)

 Have a signed statement from the structural design engineer that the shop drawingscomply with the structural design

 The erection engineer provides clear advice on how to achieve stability for each stage

of the structure’s erection

 Weather conditions are continually monitored, particularly potentially hazardous situationslike high or strong winds and electrical storms, and that a contingency plan has beendeveloped for severe weather

 At least one of the erection crew or another person who remains on site throughout

erection should hold a current qualification as a level 2 first aider

 A safe work method statement has been developed and work is under taken in

accordance with the SWMS

Site manager must also provide to contractors a detailed site plan, which

Includes information on:

 The site manager should ensure that the accuracy of each contractor’s work is within thetolerance of the level or position nominated by the erection engineer or relevant standard.Any modifications to the building layout also need to be checked by site manager forapproval by the erection engineer.

The erection engineer approves the sequential erection procedure which includes how thestructure is stabilized at each stage and signs any modifications, and is required to provideguidance to the builder and erection crew on matters including:

 Joints and additional erection cleats

 Structural design criteria affecting construction

 Temporary bracing

 Lifting points

 Loads and conditions likely to be experienced during the lifting and erection

 Any wind load limit actions on the integrity of the structure as it is being erected

according to the signed-off sequential erection procedure

 Wind load on the braced members

 A point positions (as they affect erection sequences)

 Accessibility of connections

 Fixings for working platforms, hand rails etc

 Preferred method of connecting steel members

 Preferred type and number of cranes to erect members of particular size and shape, andfor vertical and horizontal bracing requirements

 Instructions on how to stabilize the structure at each stage of erection which involves:

- Verifying the adequacy of the base connections (steel to foundations)

- Checking stability under construction load conditions

 Capacity to withstand accidental vehicle impact

4.2.4 Erector

The erector ensures that:

 the structure is erected in accordance with the sequential erection procedure

 an SWMS is developed in consultation with the erection crew

 work proceeds in accordance with the SWMS

 Confirms with the builder’s representative that the ground or supporting surface issuitable for mobile plant to safely operate

 Pre-assembly of members and the movement and location of heavy members areconsidered prior to installation

 Weather conditions are continually monitored, and in particular, potentially hazardous

 The site manager should ensure that the accuracy of each contractor’s work is within thetolerance of the level or position nominated by the erection engineer or relevant standard.Any modifications to the building layout also need to be checked by site manager forapproval by the erection engineer

The erection engineer approves the sequential erection procedure which includes how thestructure is stabilized at each stage and signs any modifications, and is required to provideguidance to the builder and erection crew on matters including:

 Joints and additional erection cleats

 Structural design criteria affecting construction

 Temporary bracing

 Lifting points

 Loads and conditions likely to be experienced during the lifting and erection

 Any wind load limit actions on the integrity of the structure as it is being erected

according to the signed-off sequential erection procedure

 Wind load on the braced members

 A point positions (as they affect erection sequences)

 Accessibility of connections

 Fixings for working platforms, hand rails etc

 Preferred method of connecting steel members

 Preferred type and number of cranes to erect members of particular size and shape, andfor vertical and horizontal bracing requirements

 Instructions on how to stabilize the structure at each stage of erection which involves:

- Verifying the adequacy of the base connections (steel to foundations)

- Checking stability under construction load conditions

 Capacity to withstand accidental vehicle impact

4.2.4 Erector

The erector ensures that:

 the structure is erected in accordance with the sequential erection procedure

 an SWMS is developed in consultation with the erection crew

 work proceeds in accordance with the SWMS

 Confirms with the builder’s representative that the ground or supporting surface issuitable for mobile plant to safely operate

 Pre-assembly of members and the movement and location of heavy members areconsidered prior to installation

 Weather conditions are continually monitored, and in particular, potentially hazardous

 The site manager should ensure that the accuracy of each contractor’s work is within thetolerance of the level or position nominated by the erection engineer or relevant standard.Any modifications to the building layout also need to be checked by site manager forapproval by the erection engineer

The erection engineer approves the sequential erection procedure which includes how thestructure is stabilized at each stage and signs any modifications, and is required to provideguidance to the builder and erection crew on matters including:

 Joints and additional erection cleats

 Structural design criteria affecting construction

 Temporary bracing

 Lifting points

 Loads and conditions likely to be experienced during the lifting and erection

 Any wind load limit actions on the integrity of the structure as it is being erected

according to the signed-off sequential erection procedure

 Wind load on the braced members

 A point positions (as they affect erection sequences)

 Accessibility of connections

 Fixings for working platforms, hand rails etc

 Preferred method of connecting steel members

 Preferred type and number of cranes to erect members of particular size and shape, andfor vertical and horizontal bracing requirements

 Instructions on how to stabilize the structure at each stage of erection which involves:

- Verifying the adequacy of the base connections (steel to foundations)

- Checking stability under construction load conditions

 Capacity to withstand accidental vehicle impact

4.2.4 Erector

The erector ensures that:

 the structure is erected in accordance with the sequential erection procedure

 an SWMS is developed in consultation with the erection crew

 work proceeds in accordance with the SWMS

 Confirms with the builder’s representative that the ground or supporting surface issuitable for mobile plant to safely operate

 Pre-assembly of members and the movement and location of heavy members areconsidered prior to installation

 Weather conditions are continually monitored, and in particular, potentially hazardous

situations like high or strong winds and electrical storms for which a contingency planshould be developed and implemented

4.2.5 Erection crew

An erection crew consists of:

 an experienced structural steel supervisor

 rigger

 digger

 Flagman

 Crane operator

 The erection supervisor is responsible for directing and coordinating the agreed

sequential erection procedure They should hold a high risk work license for rigging ineither the Intermediate Rigging or Advanced Rigging classes

 The crane operator must hold a license to perform high risk work appropriate for the type

of crane and, in the case of a slewing mobile crane, the crane’s capacity (WLL) (or beunder the direct supervision of the holder of the appropriate license)

 The size and make-up of the remainder of the erection crew will vary depending uponthe nature of the site and the particular circum stances All members of the crew musthold the basic rigging license as a minimum Anyone who is being trained, in order toobtain a license, must be directly supervised to ensure that the work is carried outsafely

4.2.6 HSSE Manager

Main responsibilities are to:

 Assist in implementation of and reporting on compliance with HSSE management plan

 Advise Management on preventing injury to personnel and damage to plant andequipment

 Public HSE issues especially Traffic Management & construction interface with publicareas

 Further improvement in existing sound working methods

 Legal requirements affecting HSE

 Provision and use of protective clothing and equipment

 Potential hazards on new contacts before work starts and on the site HSE organization

 Feedback on new policy or procedures adopted

 Methods of safe working arising from new developments

 Carry on out site surveys, in association with the Section Manager, Engineer orSupervisor, to see that only safe methods or working are in operation; that all regulationsare being observed;

 Determine that cause of any accident or dangerous occurrence and recommend means ofpreventing reoccurrence;

situations like high or strong winds and electrical storms for which a contingency planshould be developed and implemented

4.2.5 Erection crew

An erection crew consists of:

 an experienced structural steel supervisor

 rigger

 digger

 Flagman

 Crane operator

 The erection supervisor is responsible for directing and coordinating the agreed

sequential erection procedure They should hold a high risk work license for rigging ineither the Intermediate Rigging or Advanced Rigging classes

 The crane operator must hold a license to perform high risk work appropriate for the type

of crane and, in the case of a slewing mobile crane, the crane’s capacity (WLL) (or beunder the direct supervision of the holder of the appropriate license)

 The size and make-up of the remainder of the erection crew will vary depending uponthe nature of the site and the particular circum stances All members of the crew musthold the basic rigging license as a minimum Anyone who is being trained, in order toobtain a license, must be directly supervised to ensure that the work is carried outsafely

4.2.6 HSSE Manager

Main responsibilities are to:

 Assist in implementation of and reporting on compliance with HSSE management plan

 Advise Management on preventing injury to personnel and damage to plant andequipment

 Public HSE issues especially Traffic Management & construction interface with publicareas

 Further improvement in existing sound working methods

 Legal requirements affecting HSE

 Provision and use of protective clothing and equipment

 Potential hazards on new contacts before work starts and on the site HSE organization

 Feedback on new policy or procedures adopted

 Methods of safe working arising from new developments

 Carry on out site surveys, in association with the Section Manager, Engineer orSupervisor, to see that only safe methods or working are in operation; that all regulationsare being observed;

 Determine that cause of any accident or dangerous occurrence and recommend means ofpreventing reoccurrence;

situations like high or strong winds and electrical storms for which a contingency planshould be developed and implemented

4.2.5 Erection crew

An erection crew consists of:

 an experienced structural steel supervisor

 rigger

 digger

 Flagman

 Crane operator

 The erection supervisor is responsible for directing and coordinating the agreed

sequential erection procedure They should hold a high risk work license for rigging ineither the Intermediate Rigging or Advanced Rigging classes

 The crane operator must hold a license to perform high risk work appropriate for the type

of crane and, in the case of a slewing mobile crane, the crane’s capacity (WLL) (or beunder the direct supervision of the holder of the appropriate license)

 The size and make-up of the remainder of the erection crew will vary depending uponthe nature of the site and the particular circum stances All members of the crew musthold the basic rigging license as a minimum Anyone who is being trained, in order toobtain a license, must be directly supervised to ensure that the work is carried outsafely

4.2.6 HSSE Manager

Main responsibilities are to:

 Assist in implementation of and reporting on compliance with HSSE management plan

 Advise Management on preventing injury to personnel and damage to plant andequipment

 Public HSE issues especially Traffic Management & construction interface with publicareas

 Further improvement in existing sound working methods

 Legal requirements affecting HSE

 Provision and use of protective clothing and equipment

 Potential hazards on new contacts before work starts and on the site HSE organization

 Feedback on new policy or procedures adopted

 Methods of safe working arising from new developments

 Carry on out site surveys, in association with the Section Manager, Engineer orSupervisor, to see that only safe methods or working are in operation; that all regulationsare being observed;

 Determine that cause of any accident or dangerous occurrence and recommend means ofpreventing reoccurrence;

 Supervise the recording and analysis of information on injuries, damage and loss, assessaccident trends and review overall HSE performances;

 Assist with training for all levels of engineers on safety;

 Promote awareness of injury prevention and damage control to all levels of engineers;

 Keep contact with officials and professional bodies;

 Maintain records of certification of operatives and plant

4.2.7 HSSE Supervisor

 Attend pre-job START meetings and Provide HSSE input as required

 HSE Staff to worker 1:50

 ISOS Approved First Aider / worker 1:50

 His role and responsibilities are to:

 Assist the HSSE Management

 Ensure the HSE Supervisors are carrying out their tasks in an efficient manner as directed

 Patrol the Site as frequently as possible, and inspect current activities and workingconditions

 Advise the Construction Manager and Discipline Supervisor of any unsafe conditions orviolations and remedial action required including immediate stoppage of activity

 Attend Site Inspection and Audits as required

 Attend HSSE Meetings as required

 Report daily to HSSEM on any HSE issues

 Chair and document weekly QC meetings with the superintendent and provide writtenminutes as described in project specific contract documents

 Provide written daily QC reports that reinforce activities that are being constructed inconformance with each specific project's established standard and constructively confrontsnon-conformances to produce the desired outcome in a timely manner

 Conduct preparatory, initial and follow-up meetings to establish an understanding of thestandards of care desired for each definable feature of work Verify that checklists are

 Supervise the recording and analysis of information on injuries, damage and loss, assessaccident trends and review overall HSE performances;

 Assist with training for all levels of engineers on safety;

 Promote awareness of injury prevention and damage control to all levels of engineers;

 Keep contact with officials and professional bodies;

 Maintain records of certification of operatives and plant

4.2.7 HSSE Supervisor

 Attend pre-job START meetings and Provide HSSE input as required

 HSE Staff to worker 1:50

 ISOS Approved First Aider / worker 1:50

 His role and responsibilities are to:

 Assist the HSSE Management

 Ensure the HSE Supervisors are carrying out their tasks in an efficient manner as directed

 Patrol the Site as frequently as possible, and inspect current activities and workingconditions

 Advise the Construction Manager and Discipline Supervisor of any unsafe conditions orviolations and remedial action required including immediate stoppage of activity

 Attend Site Inspection and Audits as required

 Attend HSSE Meetings as required

 Report daily to HSSEM on any HSE issues

 Chair and document weekly QC meetings with the superintendent and provide writtenminutes as described in project specific contract documents

 Provide written daily QC reports that reinforce activities that are being constructed inconformance with each specific project's established standard and constructively confrontsnon-conformances to produce the desired outcome in a timely manner

 Conduct preparatory, initial and follow-up meetings to establish an understanding of thestandards of care desired for each definable feature of work Verify that checklists are

 Supervise the recording and analysis of information on injuries, damage and loss, assessaccident trends and review overall HSE performances;

 Assist with training for all levels of engineers on safety;

 Promote awareness of injury prevention and damage control to all levels of engineers;

 Keep contact with officials and professional bodies;

 Maintain records of certification of operatives and plant

4.2.7 HSSE Supervisor

 Attend pre-job START meetings and Provide HSSE input as required

 HSE Staff to worker 1:50

 ISOS Approved First Aider / worker 1:50

 His role and responsibilities are to:

 Assist the HSSE Management

 Ensure the HSE Supervisors are carrying out their tasks in an efficient manner as directed

 Patrol the Site as frequently as possible, and inspect current activities and workingconditions

 Advise the Construction Manager and Discipline Supervisor of any unsafe conditions orviolations and remedial action required including immediate stoppage of activity

 Attend Site Inspection and Audits as required

 Attend HSSE Meetings as required

 Report daily to HSSEM on any HSE issues

 Chair and document weekly QC meetings with the superintendent and provide writtenminutes as described in project specific contract documents

 Provide written daily QC reports that reinforce activities that are being constructed inconformance with each specific project's established standard and constructively confrontsnon-conformances to produce the desired outcome in a timely manner

 Conduct preparatory, initial and follow-up meetings to establish an understanding of thestandards of care desired for each definable feature of work Verify that checklists are

being used and signed off prior to the placement of concrete, steel and other similar items

of work

 Verify and document that all materials received for the project are in conformance with theapproved submittal, are handled and stored appropriately and are acceptable for use inthe project

 Conduct preconstruction meetings with new and existing superintendent at least two daysprior to the start of each new phase of the work to discuss issues that affect quality.Document these meetings in the daily QC report and preparatory phase report

 Schedule, document the results of, and maintain a log of all code and independentinspections that are required Clearly document, correct and re-inspect all non-conformances prior to covering up work

 Conduct periodic follow-up inspections to verify that work is proceeding with the contractdocuments and the approved submittals (Desired results come from what is inspected,not what is expected.)

 Coordinate and document the testing and commissioning of building systems

 Document and distribute pre-punch lists, punch lists and the completion of these lists

 Document final inspections, certificates of occupancy and acceptance of the works andvarious phases thereof

 Maintain the project "as-built" drawings on a daily basis

 The construction Plan shall consider all physical, environmental and social conditionsprevalent at the work site handover

 All temporary buildings and facilities shall be tidy and clean, and be subject to inspection

by the safety and security groups

 Temporary buildings not contain any explosives without specific written approval from theHSE manager

4.2.10 Insurance

 FOTL shall be responsible for own worker Compensation Vehicle and third party liabilitiesaccording to the statutory regulations of the other insurances as designated in thecontract

 The copies of the insurance certification shall be submitted prior to starting work

 Documentation

 The following reports, information and documentation shall be timely submitted to HSSEoffice

 Weekly and Monthly Manpower reports

 Safety Training Reports

 Personnel Data and required information

being used and signed off prior to the placement of concrete, steel and other similar items

of work

 Verify and document that all materials received for the project are in conformance with theapproved submittal, are handled and stored appropriately and are acceptable for use inthe project

 Conduct preconstruction meetings with new and existing superintendent at least two daysprior to the start of each new phase of the work to discuss issues that affect quality.Document these meetings in the daily QC report and preparatory phase report

 Schedule, document the results of, and maintain a log of all code and independentinspections that are required Clearly document, correct and re-inspect all non-conformances prior to covering up work

 Conduct periodic follow-up inspections to verify that work is proceeding with the contractdocuments and the approved submittals (Desired results come from what is inspected,not what is expected.)

 Coordinate and document the testing and commissioning of building systems

 Document and distribute pre-punch lists, punch lists and the completion of these lists

 Document final inspections, certificates of occupancy and acceptance of the works andvarious phases thereof

 Maintain the project "as-built" drawings on a daily basis

 The construction Plan shall consider all physical, environmental and social conditionsprevalent at the work site handover

 All temporary buildings and facilities shall be tidy and clean, and be subject to inspection

by the safety and security groups

 Temporary buildings not contain any explosives without specific written approval from theHSE manager

4.2.10 Insurance

 FOTL shall be responsible for own worker Compensation Vehicle and third party liabilitiesaccording to the statutory regulations of the other insurances as designated in thecontract

 The copies of the insurance certification shall be submitted prior to starting work

 Documentation

 The following reports, information and documentation shall be timely submitted to HSSEoffice

 Weekly and Monthly Manpower reports

 Safety Training Reports

 Personnel Data and required information

being used and signed off prior to the placement of concrete, steel and other similar items

of work

 Verify and document that all materials received for the project are in conformance with theapproved submittal, are handled and stored appropriately and are acceptable for use inthe project

 Conduct preconstruction meetings with new and existing superintendent at least two daysprior to the start of each new phase of the work to discuss issues that affect quality.Document these meetings in the daily QC report and preparatory phase report

 Schedule, document the results of, and maintain a log of all code and independentinspections that are required Clearly document, correct and re-inspect all non-conformances prior to covering up work

 Conduct periodic follow-up inspections to verify that work is proceeding with the contractdocuments and the approved submittals (Desired results come from what is inspected,not what is expected.)

 Coordinate and document the testing and commissioning of building systems

 Document and distribute pre-punch lists, punch lists and the completion of these lists

 Document final inspections, certificates of occupancy and acceptance of the works andvarious phases thereof

 Maintain the project "as-built" drawings on a daily basis

 The construction Plan shall consider all physical, environmental and social conditionsprevalent at the work site handover

 All temporary buildings and facilities shall be tidy and clean, and be subject to inspection

by the safety and security groups

 Temporary buildings not contain any explosives without specific written approval from theHSE manager

4.2.10 Insurance

 FOTL shall be responsible for own worker Compensation Vehicle and third party liabilitiesaccording to the statutory regulations of the other insurances as designated in thecontract

 The copies of the insurance certification shall be submitted prior to starting work

 Documentation

 The following reports, information and documentation shall be timely submitted to HSSEoffice

 Weekly and Monthly Manpower reports

 Safety Training Reports

 Personnel Data and required information

 List of Engineers / Workers

 Construction Equipment Log books

 Equipment Inspection & Maintenance Records

 Accident / Incident / Near-Miss Report

 Hazardous Material Storage and Handling records

 Material Safety Data Sheet (MSDS)

 Work Permit Record

 Housekeeping and Waste Disposal records

 Monthly Safety Report

 Insurance Certificates

5 EXECUTTION SEQUENCE

5.1 Unloading

Materials were shipped to job site separately or on the skid put in container

They are unloaded by crane of worker manually up to the material properties

The average load of trucks carried materials is about 40 ton, this load is also the safetyworking load of crane 20 ton Therefore, the temporary road in the job site must be preparedproperly for crane and trucks working

Before unloading materials out of trucks or containers, it is required to take pictures of realmaterial status delivered to jobsite

5.2 Checking

 List of Engineers / Workers

 Construction Equipment Log books

 Equipment Inspection & Maintenance Records

 Accident / Incident / Near-Miss Report

 Hazardous Material Storage and Handling records

 Material Safety Data Sheet (MSDS)

 Work Permit Record

 Housekeeping and Waste Disposal records

 Monthly Safety Report

 Insurance Certificates

5 EXECUTTION SEQUENCE

5.1 Unloading

Materials were shipped to job site separately or on the skid put in container

They are unloaded by crane of worker manually up to the material properties

The average load of trucks carried materials is about 40 ton, this load is also the safetyworking load of crane 20 ton Therefore, the temporary road in the job site must be preparedproperly for crane and trucks working

Before unloading materials out of trucks or containers, it is required to take pictures of realmaterial status delivered to jobsite

5.2 Checking

 List of Engineers / Workers

 Construction Equipment Log books

 Equipment Inspection & Maintenance Records

 Accident / Incident / Near-Miss Report

 Hazardous Material Storage and Handling records

 Material Safety Data Sheet (MSDS)

 Work Permit Record

 Housekeeping and Waste Disposal records

 Monthly Safety Report

 Insurance Certificates

5 EXECUTTION SEQUENCE

5.1 Unloading

Materials were shipped to job site separately or on the skid put in container

They are unloaded by crane of worker manually up to the material properties

The average load of trucks carried materials is about 40 ton, this load is also the safetyworking load of crane 20 ton Therefore, the temporary road in the job site must be preparedproperly for crane and trucks working

Before unloading materials out of trucks or containers, it is required to take pictures of realmaterial status delivered to jobsite

5.2 Checking

(1) Quantities, dimensions of the panel, including bolts together with the associatedfastener and gratings with fasteners which are delivered to FOTL, shall be checked inaccordance with the drawings, packing list, and applicable documents.

(2) If panel are found to have any defects, bends or distortions from the required shapeafter transportation, they shall be corrected and repaired

(3) Damaged panel shall be reported in writing to HBP’s engineer

5.3 Materials arrangement

To avoid materials being moved so much on jobsite that might cause unexpected

damages of paint, shapes, when material delved to job site, they must be unloaded and

arranged closed to the designed erection point Up to the materials shall be stacked in

locations according to the building/areas, should be near to the lifting position adjacent tothe area to be erected This is to facilitate the sorting and delivery during the erection Theconditions of each job site, the material arrangement plan may different but in generally,

materials will be arranges as following principle to ease moving, combination and erectionafter

Leave 01 end open for erection machinethough out erection period

(1) Quantities, dimensions of the panel, including bolts together with the associatedfastener and gratings with fasteners which are delivered to FOTL, shall be checked inaccordance with the drawings, packing list, and applicable documents

(2) If panel are found to have any defects, bends or distortions from the required shapeafter transportation, they shall be corrected and repaired

(3) Damaged panel shall be reported in writing to HBP’s engineer

5.3 Materials arrangement

To avoid materials being moved so much on jobsite that might cause unexpected

damages of paint, shapes, when material delved to job site, they must be unloaded and

arranged closed to the designed erection point Up to the materials shall be stacked in

locations according to the building/areas, should be near to the lifting position adjacent tothe area to be erected This is to facilitate the sorting and delivery during the erection Theconditions of each job site, the material arrangement plan may different but in generally,

materials will be arranges as following principle to ease moving, combination and erectionafter

Leave 01 end open for erection machinethough out erection period

(1) Quantities, dimensions of the panel, including bolts together with the associatedfastener and gratings with fasteners which are delivered to FOTL, shall be checked inaccordance with the drawings, packing list, and applicable documents

(2) If panel are found to have any defects, bends or distortions from the required shapeafter transportation, they shall be corrected and repaired

(3) Damaged panel shall be reported in writing to HBP’s engineer

5.3 Materials arrangement

To avoid materials being moved so much on jobsite that might cause unexpected

damages of paint, shapes, when material delved to job site, they must be unloaded and

arranged closed to the designed erection point Up to the materials shall be stacked in

locations according to the building/areas, should be near to the lifting position adjacent tothe area to be erected This is to facilitate the sorting and delivery during the erection Theconditions of each job site, the material arrangement plan may different but in generally,

materials will be arranges as following principle to ease moving, combination and erectionafter

Leave 01 end open for erection machinethough out erection period

6 PANEL INSTALLATION

6.1 ROOFING

6.1.1 Preparation

Before sheeting, all the tasks below must be completed:

- The Period Completion Report of mainframes must be approved and signed off byHBP’Engineer

- All column base plates must be filled grouting strong enough for support loading

- Frames must be completed painting touch up and checked

- Safety net was installed below right after completion of all purlins

6.1.2 Complete Sag rod

- After installation of safety net, workers will push the chanels, which put across

purlins along purlins for sag rod installation

- PPE will be attached to purlins for safety

6.1.3 Lifting roof sheet:

Roof sheet will be lifted on to the roof by crane or

manually by workers.

6.1 ROOFING

6.1.1 Preparation

Before sheeting, all the tasks below must be completed:

- The Period Completion Report of mainframes must be approved and signed off byHBP’Engineer

- All column base plates must be filled grouting strong enough for support loading

- Frames must be completed painting touch up and checked

- Safety net was installed below right after completion of all purlins

6.1.2 Complete Sag rod

- After installation of safety net, workers will push the chanels, which put across

purlins along purlins for sag rod installation

- PPE will be attached to purlins for safety

6.1.3 Lifting roof sheet:

Roof sheet will be lifted on to the roof by crane or

manually by workers.

6.1 ROOFING

6.1.1 Preparation

Before sheeting, all the tasks below must be completed:

- The Period Completion Report of mainframes must be approved and signed off byHBP’Engineer

- All column base plates must be filled grouting strong enough for support loading

- Frames must be completed painting touch up and checked

- Safety net was installed below right after completion of all purlins

6.1.2 Complete Sag rod

- After installation of safety net, workers will push the chanels, which put across

purlins along purlins for sag rod installation

- PPE will be attached to purlins for safety

6.1.3 Lifting roof sheet:

Roof sheet will be lifted on to the roof by crane or

manually by workers.

(a) Lifting by crane

- Roof sheets will be piled up to set of 10 sheets then being tied together by soft

ropes at space maximum =4m

- With roof sheet length <25m , 01 crane was applied

- With roof sheet length >25m , 02 cranes was applied

- The spreader bars will be applied for lifting purpose

- The lifted roof sheets will be arranged to adjacent bays, pilled, and tied carefully topurlins until being installed

(b) Lifting manually by workers

- Roof sheet will be moved to right

position and pulled sheet by sheet

on to the roof by workers sitting on

the rafter with PPE attached to

static lines

- Roof sheets lifted on to the roof will

be arranged to adjacent bays, pilled

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

Lif e lin e

B

(a) Lifting by crane

- Roof sheets will be piled up to set of 10 sheets then being tied together by soft

ropes at space maximum =4m

- With roof sheet length <25m , 01 crane was applied

- With roof sheet length >25m , 02 cranes was applied

- The spreader bars will be applied for lifting purpose

- The lifted roof sheets will be arranged to adjacent bays, pilled, and tied carefully topurlins until being installed

(b) Lifting manually by workers

- Roof sheet will be moved to right

position and pulled sheet by sheet

on to the roof by workers sitting on

the rafter with PPE attached to

static lines

- Roof sheets lifted on to the roof will

be arranged to adjacent bays, pilled

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

Lif e lin e

B

(a) Lifting by crane

- Roof sheets will be piled up to set of 10 sheets then being tied together by soft

ropes at space maximum =4m

- With roof sheet length <25m , 01 crane was applied

- With roof sheet length >25m , 02 cranes was applied

- The spreader bars will be applied for lifting purpose

- The lifted roof sheets will be arranged to adjacent bays, pilled, and tied carefully topurlins until being installed

(b) Lifting manually by workers

- Roof sheet will be moved to right

position and pulled sheet by sheet

on to the roof by workers sitting on

the rafter with PPE attached to

static lines

- Roof sheets lifted on to the roof will

be arranged to adjacent bays, pilled

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

<400 0

Lif e lin e

B

and tied safely to purlins before

installation

6.1.4 Install roof sheets

- Roof sheets which are waiting for installation will be tied to purlins by ropes

- Before install roof sheet, safety net was installed for safety reason

- Roof sheet must be installed by only 01 way from predetermined end gable of the

building ,this end gable should be closed to the rolling machine of position of fabricatedroof sheet to avoid moving too much , this might cause damages to them

- Roof sheet will be installed one by one manually by workers

- Roof sheet will be attached to purlins by screws while KSS600 by clips and seamingafter completing checking

- All the accessories related to installation sheeting and the order of installation will becomplied as sketch below

B : Kirby peak panel

Steel line Sidewall

6.1.4 Install roof sheets

- Roof sheets which are waiting for installation will be tied to purlins by ropes

- Before install roof sheet, safety net was installed for safety reason

- Roof sheet must be installed by only 01 way from predetermined end gable of the

building ,this end gable should be closed to the rolling machine of position of fabricatedroof sheet to avoid moving too much , this might cause damages to them

- Roof sheet will be installed one by one manually by workers

- Roof sheet will be attached to purlins by screws while KSS600 by clips and seamingafter completing checking

- All the accessories related to installation sheeting and the order of installation will becomplied as sketch below

B : Kirby peak panel

Steel line Sidewall

6.1.4 Install roof sheets

- Roof sheets which are waiting for installation will be tied to purlins by ropes

- Before install roof sheet, safety net was installed for safety reason

- Roof sheet must be installed by only 01 way from predetermined end gable of the

building ,this end gable should be closed to the rolling machine of position of fabricatedroof sheet to avoid moving too much , this might cause damages to them

- Roof sheet will be installed one by one manually by workers

- Roof sheet will be attached to purlins by screws while KSS600 by clips and seamingafter completing checking

- All the accessories related to installation sheeting and the order of installation will becomplied as sketch below

B : Kirby peak panel

Steel line Sidewall