rigging plan cement silo+crane 45

STEEL PLATE

T = 20 MM

7664

9034

3140

7

6

0

3

6615

8228

2

5

3

0

3

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 65

4 3

H

2 1

OUT OF PIT CRUSHING AND CONVEYING

(OPCC) SYSTEMS

PT ADARO INDONESIA, Tbk

Menara Karya, 23rd Floor

Jalan H.R. Rasuna Said Block X-5, Kav. 1-2

Jakarta 12950, Indonesia

Phone: +6221-521-1265

PROJECT

OWNER

FLSmidth Indonesia

Gedung BRI II, 21st floor, Suite # 2101

Jalan Jendral Sudirman Kav. 44-46


Tel +62 21 251 27 38/2739

Fax +62 21 251 27 40

PT WIJAYA KARYA (Persero), Tbk

Jl. DI Panjaitan Kav 9 Jakarta 13340

Phone : (62-21) 819 2808, 850 8640, 850 8650

Fax : (62-21) 856 4463, 819 1235

DRAWING NUMBER :

CONTRACTOR

RIGGING PLAN

Cement SiLo-Batching PLant

PRELIMINARY Installing Cement Silo -

Batching Plant

Document Number Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 1 of 2

OWNER : PT ADARO INDONESIA

CONTRACTORS : PT WIJAYA KARYA (PERSERO) Tbk

PROJECT NAME : Out of Pit Crushing and Conveyor System

LOCATION : TUTUPAN-KALIMANTAN SELATAN

B 14 July Issued For Review HaGun SAFETY CM

A 05 July Issued For Review HaGun SAFETY CM

REV DATE DESCRIPTION

Made By Reviewed

By Approved

By Reviewed

By Approved

By

PT WIJAYA KARYA FLSmidth

PRELIMINARY Installing Cement Silo -

Batching Plant

Document Number Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 2 of 2

TABEL OF COUNTENT

No Chapter Number Title

1 CHAPTER 1 Method Of Work

2 CHAPTER 2 Job Safety Assessment Procedure

3 CHAPTER 3 Safe Work Method Statement

4 CHAPTER 4 Risk Management Safe Work Method Statement (SWMS)

5 CHAPTER 5 Rigging Plan

6 CHAPTER 6 Rigging Tools

7 CHAPTER 7 Critical Lift Worksheet

8 CHAPTER 8 Lift Study

9 CHAPTER 9 Crane Lift Study

10 CHAPTER 10 General Scaffolding Safety Checklist

PRELIMINARY METHOD OF WORK

Document Number Cement Silo -

Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 1 of 14

CHAPTER 1



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TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 GENERAL ........................................................................................................................... 4

2 PURPOSE .......................................................................................................................... 4

3 GENERAL NOTE ................................................................................................................ 4

3.1 Inspection ..................................................................................................................... 4

3.2 Safety ........................................................................................................................... 4

3.2.1 A safety officer presents all times Safety Briefing. ................................................. 4

3.2.2 Job Safety Assessment (JSA) must be carried out for all crane lifts and all other

tasks that have potential risk to personnel of equipment. .................................................... 4

3.2.3 Install scaffolding where necessary to install bolt in trestles / support legs

connection........................................................................................................................... 4

3.2.4 Pre lift study before any lifting activity. ................................................................... 4

3.2.5 Lift briefing and Safety briefing before any lift; assign responsibility to all personnel

involved. (Hand signals, Rigger to crane driver, etc.) .......................................................... 4

3.2.6 Insure all equipment required for installation is on hand and in position before lift

i.e. Chain blocks, Level blocks, Podgy, Drifts, Hammer, Spanners. Etc. .............................. 4

3.2.7 Tag lines must be used to control lift. ..................................................................... 4

3.2.8 Ground conditions must be ready before activities. ................................................ 4

3.2.9 Set up safety rope around lifting area of Cement Silo - Batching Plant area and

put notice board entered “KEEP OFF EXCEPT PERSONEL CONCERNED”. ..................... 4

3.2.10 Lifting equipment should be in certification and tagged. ......................................... 4

3.2.11 Crane and other machinery shall be inspected and certified. ................................. 4

3.3 Lifting ............................................................................................................................ 4

3.4 Assembly and erection ................................................................................................. 5

4 RESPONSIBILITY ............................................................................................................... 5

4.1 Construction Manager .................................................................................................. 5



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4.2 Field Engineer .............................................................................................................. 5

4.3 Field Superintendent and Supervisor ............................................................................ 5

4.4 Quality Control Engineer ............................................................................................... 5

4.5 Supporter Activities ...................................................................................................... 5

5 BASIC REQUIREMENT ..................................................................................................... 5

5.1 Schedule and Planning ................................................................................................. 5

5.2 Erection Drawing and Erection Manual ......................................................................... 5

5.3 Packing List .................................................................................................................. 6

5.4 Storage Area and Warehouse ...................................................................................... 6

5.5 Resources .................................................................................................................... 6

6 PREPARATION WORK ...................................................................................................... 6

6.1 Checking of Cement Silo - Batching Plant Erection Drawings ...................................... 6

6.2 Checking of Client Supplied Material and Equipment .................................................... 6

6.3 Checking of Erection Materials, Equipment, Tools and Machinery ................................ 6

6.4 Checking of Labour ....................................................................................................... 6

7 CEMENT SILO - BATCHING PLANT ERECTION SEQUENCE .......................................... 7

7.1 Preparation ................................................................................................................... 7

7.2 Step of Works ............................................................................................................... 8

7.2.1 Moving the Cement silo support from lay down to site area. .................................. 8

7.2.2 Placed the Cement silo support on the Work Floor ................................................ 9

7.2.3 Moving the Cement silo from lay down to site area .............................................. 10

7.2.4 Placed Object on the Work Floor ......................................................................... 11

7.2.5 Lifting Process ..................................................................................................... 12

7.2.6 Lift the object on the surface of the work floor ...................................................... 13

7.2.7 Leaving the object at the destination lifting .......................................................... 14



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1 GENERAL

This procedure provides information about the erection of Cement Silo - Batching Plant at

Out of Pit Crushing and Conveyor System Project.

2 PURPOSE

This Procedure is to make sure that all people involve in the erection, assembly and

welding of Cement Silo - Batching Plant activity understand and familiar to doing the work

with quality control system for getting quality result as per client specification and

requirement, drawing, standard and code.

3 GENERAL NOTE

3.1 Inspection

As per the works required inspection, carry out inspection under attendance of

Superintendent / Engineer and as surreally record is result.

3.2 Safety

3.2.1 A safety officer presents all times Safety Briefing.

3.2.2 Job Safety Assessment (JSA) must be carried out for all crane lifts and all other tasks

that have potential risk to personnel of equipment.

3.2.3 Install scaffolding where necessary to install bolt in trestles / support legs connection.

3.2.4 Pre lift study before any lifting activity.

3.2.5 Lift briefing and Safety briefing before any lift; assign responsibility to all personnel

involved. (Hand signals, Rigger to crane driver, etc.)

3.2.6 Insure all equipment required for installation is on hand and in position before lift i.e.

Chain blocks, Level blocks, Podgy, Drifts, Hammer, Spanners. Etc.

3.2.7 Tag lines must be used to control lift.

3.2.8 Ground conditions must be ready before activities.

3.2.9 Set up safety rope around lifting area of Cement Silo - Batching Plant area and put

notice board entered “KEEP OFF EXCEPT PERSONEL CONCERNED”.

3.2.10 Lifting equipment should be in certification and tagged.

3.2.11 Crane and other machinery shall be inspected and certified.

3.3 Lifting

All conditions adapted to the lifting procedure. Prior to commencement of lifting works,

assuredly carry out check of lifting equipment.



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3.4 Assembly and erection

Assembly and erection of Cement Silo - Batching Plant accordance to manual book of

Cement Silo - Batching Plant and relevant drawing.

4 RESPONSIBILITY

4.1 Construction Manager

Responsible for the overall planning, coordination and control of erection work.

4.2 Field Engineer

Responsible for field erection work implementation and maintaining acceptable quality

standard.

4.3 Field Superintendent and Supervisor

Responsible for the actual performance of the erection crew and examine the actual

progress of work to ensure that it fit the drawing specifications and standards.

4.4 Quality Control Engineer

Responsible to monitor and inspect the erection activities to ensure it is being done in

compliance with procedure, ITP (Inspection and Test Plant), drawing, Project specification

and other reference standard document and procedures.

4.5 Supporter Activities

These activities will support by Material Control, Quality Control, Welding Section, and

others section related with these activities.

5 BASIC REQUIREMENT

5.1 Schedule and Planning

Master schedule is usually provided by FLSmidth. The detailed schedule is prepared by

Wijaya Karya according to his planning which is based on FLSmidth’s master schedule.

The milestone and the critical path can be identified which require proper planning. The

sequence of erection activities and the resources required is included in the planning.

5.2 Erection Drawing and Erection Manual

Erection drawing and manual usually provided by Wijaya Karya. The Field Engineer and

Superintendent shall check all drawings intended for Cement Silo - Batching Plant

Erection. All the information required is completed and all drawings shall be of current

revision.



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5.3 Packing List

Packing List shall be made available by Wijaya Karya. This included all the listing of

materials, equipment and parts that are supplied.

The Packing List should indicate the quantity of the material and equipment supplied and

its specification as described in the erection drawing. This will also indicate the size and

the total weight of the component and the method of storage. Also the packing number

and material coding is very essential.

5.4 Storage Area and Warehouse

Upon a thorough check on the drawing and the packing list, the quantity of materials and

equipment is already known, including the method of storing, the size of the storage area

and the warehouse can be identifies.

5.5 Resources

Identification of resources is integral part of planning and scheduling is the most essential

part of the basic requirement in undertaking Out of Pit Crushing and Conveyor System

Project in particular and in all jobs in general. Resources means, the materials, labour and

equipment needed to perform Out of Pit Crushing and Conveyor System Project.

6 PREPARATION WORK

6.1 Checking of Cement Silo - Batching Plant Erection Drawings

This has to be done by the Construction Manager, Field Engineer, Superintendent and

Supervisor to determine the correct resources needed to perform the job.

6.2 Checking of Client Supplied Material and Equipment

Checking and inspection of the materials and equipment including the spare parts is to be

done by the material control. He will make sure that all materials, equipment and spare

parts received from FLSmidth, conform to the quantity and the specifications started in the

packing list or shipping.

6.3 Checking of Erection Materials, Equipment, Tools and Machinery

In the early stage of planning, these resources had been already identified. The schedule

of mobilization is as planed schedule made by the Construction Manager and Engineer.

6.4 Checking of Labour

Labour requirement for every stage of erection job is prepared by the Chief Engineer and

his erection team, which is in accordance to their planning.



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7 CEMENT SILO - BATCHING PLANT ERECTION SEQUENCE

It is assumed in this procedure that before starting the erection of the Cement Silo - Batching

Plant, the supporting structure were already erected and checked by others and clearance to

proceed with the Cement Silo - Batching Plant System erection had been obtained.

The following sequences are for reference only. During actual field assembly, refer to lifting

procedure and erection drawing (Rigging plan).

7.1 Preparation

Make sure the job site in a safe condition for the installation work, in accordance with the

requirements of Health Safety Environment department.

Prepare equipment and materials that will be done.

All equipment in good condition. In accordance with the Safety Equipment Checklist.

All man power associated with lifting and installation job, certainly in good health.

Make sure if the main frame for support of Cement Silo in ready for supporting.

Make sure that if the Rough Terrain Crane 45 tons in good condition. In accordance with

the results inspection crane safety checklist. This use for main crane for lifting.

Make sure that if the rough crane 45 ton in good condition. In accordance with the

results inspection crane safety checklist. This use for main crane for tailing.

Ensure the use of 20 millimetre thick steel plate to the floor where the position of crawler

cranes for work.



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7.2 Step of Works

7.2.1 Moving the Cement silo support from lay down to site area.

Figure 1

These activities:

1. The Cement silo support was taken from the lay down to the job site using a trailer.

2. After arriving at work sites, the Cement silo support will be derived from the trailer using

Rough Terrain Crane 45 tons.

3. Connected all sling to the Cement silo support.

4. All connected must be safety, refer to Safety lifting checklist.

5. Lift the Cement silo support until 1 meter up to trailer.

6. Trailer moves left the job site.

7. The Cement silo support is placed on the work floor.



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7.2.2 Placed the Cement silo support on the Work Floor

Figure 2

These activities:

1. Leaving the Cement silo support to the Work Floor.



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7.2.3 Moving the Cement silo from lay down to site area

Figure 3

These activities:

1. The cement silo was taken from the lay down to the job site using a trailer.

2. After arriving at work sites, the cement silo will be derived from the trailer using Rough

Terrain Crane 45 tons.

3. Connected all sling to the cement silo.


5. Lift the cement silo until 1 meter up to trailer.

6. Trailer moves left the job site.



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7.2.4 Placed Object on the Work Floor

Figure 4

These activities:

1. Hanging object until safe condition.

2. The cement silo is placed on the work floor.



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7.2.5 Lifting Process

Figure 5

These activities:

1. Connected all sling to the cement silo.


3. Lifts slowly object by Rough Terrain Crane 45 tons.



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7.2.6 Lift the object on the surface of the work floor

Figure 6

These activities

1. Cement silo slowly lift on the floor.

2. Hanging objects by Rough Terrain Crane 45 tons.

3. Rotated boom of Rough Terrain Crane 45 tons to target position.



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7.2.7 Leaving the object at the destination lifting

Figure 7

These activities:

1. Lift the object up to 1 meter above the drift in cement silo support.

2. Object is slowly lowered.

3. Rigger and Fitter are positioning the cement silo to target placement.

4. After the cement silos are in correct position, connected it by using bolts and nuts are

recommended. Strengthen all the connector.

5. Make sure the cement silos have been strong enough to stand alone. Refer to lifting

safety checklist.

6. Disconnect all the connectors to the cement silo crane.

7. Crane left the job site.

8. Welcome to the Quality Control to do the inspection.

PRELIMINARY

JOB SAFETY ASSESSMENT PROCEDURE


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CHAPTER 2

PRELIMINARY



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TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 GENERAL ........................................................................................................................... 3

2 DEFINITIONS ..................................................................................................................... 3

3 RESPONSIBILITIES ........................................................................................................... 4

3.1 MANAGERS ................................................................................................................. 4

3.2 SUPERVISORS ............................................................................................................ 4

3.3 RESPONSIBLE OFFICER ............................................................................................ 4

3.4 PERMIT AUTHORISER ................................................................................................ 4

3.5 PERMIT HOLDER ........................................................................................................ 5

3.6 TEAM MEMBERS (WORKERS PERFORMING THE TASK) ........................................ 5

3.7 SAFETY ADVISOR AND TRAINING IMPROVEMENT COORDINATOR ...................... 5

3.8 SHIFT SUPERVISOR ................................................................................................... 6

3.9 SAFETY REPRESENTATIVES .................................................................................... 6

3.10 COMPLIANCE TEAM ................................................................................................ 6

4 JOB SAFETY ANALYSIS (JSA) PROCESS ........................................................................ 6

4.1 PROCESS STEP DETAILS .......................................................................................... 7

5 NOTICE ............................................................................................................................ 10

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1 GENERAL

This document applies to all employees and Contractors of Wijya Karya, and full

compliance is required by 15 July 2011, in the erection of Cement Silo - Batching Plant at

Out of Pit Crushing and Conveyor System Project.

2 DEFINITIONS

Task A segment of work that requires a set of specific and distinct actions,

which has a definable goal or outcome.

Job A specific task that is performed in a particular location. A job’s hazards

are a combination of the task hazards and the work area hazards.

Minor Job A task of negligible risk (typically a single step) that is planned to be

performed in a work area such that it:

does not involve moving off a walkway,

is within handrails,

does not have the potential to make contact with moving parts or

hazardous substances (i.e. no additional PPE),

does not require isolations, and

Does not require additional support equipment (e.g. ladder,

scaffolding, harness).

For example:

Opening or closing a Valve.

Visual inspection of equipment.

Lubrication.

Plant cleaning, where no isolation is required.

Non-intrusive condition monitoring etc.

JSA Job Safety Analysis is a structured risk assessment used for tasks of

substantial size; ideally developed by those conducting the work.

TBRA Team Based Risk Assessment. A risk assessment structured that is

used for complex and high hazard situations on work.

Standard Procedure A document, which contains detailed instruction regarding a

particular task (routine or non-routine) and will over time, come to

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contain a risk assessment document (where there is any risk other than

negligible). The types of Standard Procedures include:

Standard Operating Procedure held in Document Management

System.

Standard Maintenance Procedure / PM’s / Work Orders that are

used on a scheduled or as needed basis.

A personal safety check, completed by an individual, and which identifies hazards and

encourages review of risks before carrying out a task.

3 RESPONSIBILITIES

3.1 MANAGERS

Managers shall ensure compliance with this guide manual within their area of

responsibility

3.2 SUPERVISORS

Supervisors shall:

1. Ensure their personnel are competent in basic risk assessments and comply with

the requirements of this guide manual.

2. Ensure all tasks are risk assessed in accordance with this guide manual.

3. Authorise JSA’s that are used to create or revise Standard Procedures.

3.3 RESPONSIBLE OFFICER

The Responsible Officer (RO) shall:

1. Ensure Contractors have an adequate risk assessment in accordance with this

guide manual.

2. Review and endorse (by signature) all JSA’s, Standard Procedure or other generic

risk assessments to be used. This task-based risk document is then supplemented

by risk assessing the hazards associated with the work environment just prior to the

work by:

a. updating the JSA

b. working under a new Work Permit

3.4 PERMIT AUTHORISER

The Permit Authoriser shall:

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1. Ensure risk assessment for the task is adequate before authorizing the Work

Permit.

2. Understand the hazards and controls that have been put in place to minimize the

risk of incidents.

3. Discuss additional area specific hazards and controls with the Permit Holder as

identified on the new Work Permit or ensure that these are identified by “Take 5”

or revised JSA.

3.5 PERMIT HOLDER

The Permit Holder shall:

1. Ensure the appropriate level of risk assessment for the type of job is completed.

2. Walk through the work area escorted by an operational person if they are not

familiar with the hazards and layout.

3. Ensure all hazard controls are maintained during the task and personnel working

on the task follow the requirements of all the risk management documentation:

Standard Procedures (SOP’s, PM’s, Work Orders), JSA, Work Permit

3.6 TEAM MEMBERS (WORKERS PERFORMING THE TASK)

The Team Members shall:

1. Participate in developing risk assessment or read, review and include any

additional risk controls to existing JSA / Standard Procedure / Work Permit.

2. Understand the hazards and controls that have been put in place to minimize the

risk of incidents and their responsibility in maintaining those hazard controls.

3. Where a JSA risk assessment is used, write the date, their name and sign onto the

document before commencing the task every day / shift they are on that task to

indicate their acceptance to work in line with the risk assessments on the job.

3.7 SAFETY ADVISOR AND TRAINING IMPROVEMENT COORDINATOR

The Safety Advisor and Training Improvement Coordinator shall:

1. Provide support to all aspects of the risk assessment process.

2. Audit risk assessments in their area of responsibility to ensure compliance with

this guide manual.

3. Facilitate JSA’s is being absorbed into Standard Procedures.

4. Deliver Basic Risk Assessment training sessions.

5. Approve use of a contractor’s own format of risk assessment (Safety Advisor and

Shift Supervisors only).

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3.8 SHIFT SUPERVISOR

The Shift Supervisor shall:

1. Approve use of a contractor’s own format of risk assessment outside of normal

working hours.

3.9 SAFETY REPRESENTATIVES

The Safety Representatives shall:

1. Facilitate and support the JSA process for their area of responsibility.

3.10 COMPLIANCE TEAM

The Compliance Team shall:

1. Verify the implementation of this guide manual by:

a. Review of documentation.

b. Interview of personnel.

4 JOB SAFETY ANALYSIS (JSA) PROCESS

There are eight (8) steps in preparing a JSA as follows.

Step 1 Select the job to be analyzed

Step 2 Using the JSA worksheet, break down the job into logical steps and in

the correct sequence that the work will be carried out

Step 3 Identify all the hazards in each step

Step 4 Develop Hazard Controls required

Step 5 Measure the Residual Risk

Step 6 Sign JSA Acknowledgement Sheet

Step 7 Review and Update the JSA

Step 8 File the JSA

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4.1 PROCESS STEP DETAILS

1. Select the job to be analysed.

2. Using the JSA worksheet, break down the job into logical steps and in the correct

sequence that the work will be carried out.

3. Identify all the hazards in each step.

This can be done by:

a. Reviewing the listing of hazards on the JSA worksheet itself.

b. Considering any additional hazards that may arise.

c. Considering pollution of the environment, competency of workers, fitness

issues, fatigue of workers, simultaneous operations in the area and other

personnel in the area and damage to equipment.

4. Develop Hazard Controls required

When determining hazard control measures use the following preferred order of

controls:

a. Elimination of the hazard.

b. Substitution with a less hazardous process or substance.

c. Engineering controls (guarding, interlocks, mechanical aids, barriers).

d. Administration controls (operating or maintenance procedures, JSA,

reducing exposure time).

e. PPE – Personal Protective Equipment (refer checklist on front of JSA

form).

5. Measure the Residual Risk

In order to check that the hazards have been sufficiently controlled by the actions

nominated, it is a requirement to assess the residual risk that exists with the

controls in place.

“Risk” is the combination of the likelihood of an incident resulting from a hazard

and the potential consequences if it occurs. Refer Table 2.

“Consequence” is the outcome that can be reasonably expected, refer Table 1.

“Likelihood” is how possible it is for the incident to occur, refer Table 1.

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CONSEQUENCE DESCRIPTION

Injury / Illness Environment

Insignificant Minor Injury / Illness Little or no environmental impact

Minor Medical Treatment Injury / Illness Small and/or localized impact

Moderate Restricted Duties Injury / Illness Substantial environmental impact

Major Lost Time Injury / Illness Serious environmental impact

Catastrophic Fatality or Permanent Disability Injury /

Illness

Widespread environmental

impact

LIKELIHOOD DESCRIPTION ….. RISK RANK IMPACT

Rare Only by exception E Extreme risk

Unlikely Could occur at some stage H High risk

Possible Might occur at some time M Medium risk

Likely Will probably occur L Low risk

Almost certain Is expected to occur

Table 1 – JSA Risk Assessment: Consequence, Likelihood and Risk Ranking Definitions

a. Once the reasonable consequence and likelihood of each potential

unwanted event is determined, the risk can be ranked using the “Risk

Matrix” below and recorded on the JSA Worksheet

LIKELIHOOD CONSEQUENCE

Insignificant Minor Moderate Major Catastrophic

Rare L L M H H

Unlikely L L M H E

Possible L M H E E

Likely M H H E E

Almost

certain H H E E E

Table 2 – JSA Risk Matrix: Likelihood versus Consequence

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b. The risk ranking is then used to determine those risks that have an

“acceptable” level of risk i.e. are controlled.

c. An Extreme risk outcome is not acceptable and the job cannot commence.

Risk rank scores of Extreme require additional risk reduction strategies to

be implemented. Risk rank scores of High need to be highlighted to both

the workers in the team and the Permit Authorizer.

d. Responsible Officers shall be made aware of any High risk work planned

by the Contractors.

e. Potential work that results in an Extreme risk ranking shall not go ahead.

Additional hazard controls need to be implemented. If these are not known

to those planning to undertake the work, an additional risk assessment tool

is required, such as Team Based Risk Assessment. The Business Unit

Manager (or their designate) shall authorize the outcome of the TBRA as it

relates to the planned work.

6. Sign JSA Acknowledgement Sheet

Construction Manager, Safety Manager and Rigging Supervisor, shall sign the

JSA Acknowledgement Sheet to confirm that they have read and understood the

risk reduction measures specified in the JSA.

This is done every day that the work is being progressed under the JSA. This is

completed after revalidation of the Work Permit by the Permit Authorizer and

briefing by the Permit Holder to their team on any changed conditions.

The person in charge of a job, signs to endorse the JSA as appropriate for the

task, on the day of the task.

7. Review and Update the JSA

The JSA is to be reviewed and updated whenever there are changes to the job or

the hazards and controls required. This may trigger changes to the Standard

Procedure.

8. File the JSA

There is no regulatory requirement to retain a completed JSA unless there has

been an incident on that task and then it forms part of the investigation documents.

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The only exception to this is confined space activities where JSA’s shall be

retained for 5 years as required under legislation.

As a business decision, once the JSA has been used on the task, the JSA is to be

retained as a controlled document in CSBP’s Document Management System for

future reference. Refer to Section 10: JSA’s and Standard Procedures for further

details

5 NOTICE

The other things which not be coverage and included in this regulation will be added and

described in the other documents.

PRELIMINARY SAFE WORK METHOD STATEMENT

Rev. : B

Document Number Cement Silo - Batching Plant

15 July 2011

OPCC-90-RIG-0001 Page 1 of 8

CHAPTER 3


Rev. : B


15 July 2011


Work activity: Location: ITP Reference:

Project: Project No.: SWMS No.:

Prepared by:

Name: Signature: Position: Name: Signature: Position:

Gunawan, H Rigging Engineer

HaGun Project Engineer

Reviewed and Approved by:

Name: Signature: Position Date:

HaGun

Gunawan

Hg

Gunawan, H

HaGun Gunawan

Date safe work method prepared: 15 July 2011 Date work to be commenced:


Rev. : B


15 July 2011


Action before work commences:

All Wijaya Karya inductions complete.

Client Liaison Coordinator advised (if applicable).

Warning signage for overhead electrical power to be placed on every mast and gantry.

Work method shall be explained to all personnel participating in the task prior to the commencement of the activity, all personnel to sign the Work Method Statement.

Daily Pre-start meetings to be undertaken and recorded.

Daily plant pre-start checklist completed.

All personnel advised of first aid location.

Action during work:

All PPE must be correctly worn at all times.

Work site to be kept clean and tidy at all times.

Safety Pins to be installed on all Quick Hitch attachments.

Regular review and assessment of controls shall be carried out.

Positive communication shall be established with the crane operator using 2-way radios or precise hand signals.

When issued all work to adhere to SCA conditions

Action after works is complete:

All plant to be securely locked up at conclusion of each workday.

All tools and equipment to be cleaned, and securely stored away at conclusion of each workday.

Work area to be kept clean and tidy.

All gates to be locked after all personnel have exited.

Personnel qualification & experience required: Crane Operators, Riggers, Protection Officer, Supervisors, Labourers

Engineering details/certificates authority approval required: Lifting Assembly to be fully certified.


Rev. : B


15 July 2011


Supervision: Foreman, Protection Officer

Permits e.g., confined spaces, hot work etc: Environmental Permits, Cultural Heritage Areas plan.

Plant, equipment & materials to be used and the maintenance checks to be completed: Rough Terrain Crane 45 tons, trailers,

Warning signs and control measures: Clear zones are to be established around the crane and where the Cement Silo - Batching Plants will be lowered on the piers. All loads are to be lifted and slung by a Qualified Rigger or Dogman. Spotter present when working close to the track (overhead power lines). All lifting equipment must be checked and tagged current. Warning signage for overhead electrical power to be placed on every mast and gantry. Lift plan to be provide before commencement works and approved.

Training and Instruction: All Operators and Riggers must be suitably trained and carryall relevant certificates. Tool Box on Safe Work Method, Daily Pre-start Brief.

Personal protective equipment requirements: PPE according to the S2K standard.

Legislation, codes of practice, standards applicable: AS 2550 - 1 Cranes Safe Use General Required AS 2550 - 5 Cranes Safe Use Mobile & Vehicle AS 2550 - 6 Cranes Safe Use - Guided St & Ret App AS 2550 - 10 Cranes Safe Use – EWPs AS 1891 3 Industrial Fall Arrest Devices Crane Book by Crane Vendor

List of attachments (e.g. material safety data sheets, diagrams etc): Lind ores SWMS: Lifting and positioning of Cement Silo - Batching Plant units onto that position.


Rev. : B


15 July 2011


How severely could it hurt

someone or how ill could it

make someone?

How likely is it to occur?

Very likely Could happen any time

Likely Could happen sometime

Unlikely Could happen but very rarely

Very unlikely Could happen, but probably never will

Kill or cause permanent

disability or ill health 1/H 1/H 1/H 2/M

Long term illness or serious

injury 1/H 1/H 2/M 2/M

Medical attention and

several days off work 1/H 2/M 2/M 3/L

First aid needed 2/M 2/M 3/L 3/L


Rev. : B


15 July 2011


ITEM WHAT ARE THE BASIC STEPS

POTENTIAL HAZARDS

(What may cause an injury/illness to occur)

RISK RANKING 1 (H), 2 (M), OR 3 (L)

HAZARD CONTROLS

(What controls can be put in place to prevent an injury/illness)

N.B. Control measures must not raise or create an increased risk

WHO WILL ENSURE THAT THIS IS DONE

1 Daily Pre-Start Safety Brief

Plant in unsafe condition causing slips trips, falls

All work group to be made aware of scope of

works All personal

2 Daily Pre-Start Plant Check Plant failure Ticketed/certified personnel to carry out pre

start check Plant Operators

3 Start up plant Electro

conduction Plant Operators

4 Position 120 ton crawler crane in accordance with PT Wijaya Karya Safe Work Method Statement

Wika Personnel

5

Load required amount of counter weights xxx onto Cement Silo - Batching Plant of crawler crane, install and secure weights in accordance with PT Wijaya Karya Safe Work Method Statement

Wika Personnel

6 Check all lifting equipment. Raise crane boom to a safe radius. Check all

Wika Personnel


Rev. : B


15 July 2011


motions, limits and operation of controls in accordance with PT Wijaya Karya Safe Work Method Statement

7 Position elastomeric bearings on new piers (off scaffolding next to blade piers)

Limb injuries

Fall from scaffolding

Ensure appropriate care is taken. Ensure good manual handling techniques are employed and work process communicated to workers.

Ensure workers are wearing safety harnesses attached to horizontal safety bar (edge protection) of scaffold

Wika Personnel

8

Lift Cement Silo - Batching Plants, attach specified tag line & static line and place Cement Silo - Batching Plants on piers in accordance with PT Wijaya Karya Safe Work Method Statement

Wika Personnel

9 Remove lifting chains from Cement Silo - Batching Plant

Fall from Cement Silo - Batching Plant

Ensure dogman is wearing safety harness

attached to static line on Cement Silo - Batching Plant.

Wika Personnel

10 Repeat steps 7-9 until all 2 Cement Silo - Batching Plants have been placed

Wika Personnel

11 Move plant to a designated shutdown area at the conclusion of each work day

Collision with personnel, structures

Ensure appropriate care is taken while

operating plant and adequate safety distance is adhered while moving vehicles.

Operators


Rev. : B


15 July 2011


etc.

Limb injuries Shutdown plant in accordance with

manufacturer's recommendations and/or specifications.

12 Move temporary fencing back to original position

Limb injuries from poor manual handling

Ensure good manual handling techniques

are employed and communicated to all workers

Foreman

PRELIMINARY

RISK MANAGEMENT

SAFE WORK METHOD STATEMENT (SWMS)

Rev. : B


15 July 2011


CHAPTER 4

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


COMPANY NAME: PROJECT:

Work Activity: Lifting Cement Silo - Batching Plant

Principal Contractor: H Gunawan

Developed by:

Approved by:

Position:

Date: SWMS number:

WIKA-OPCC-

RESORCES:

Equipment Used:

Trades Involved: Riggers. Crane Operators Relevant certificates of competency and General Induction certificate. Pink card.

Maintenance checks: Current lifting chain test certificates, all crane log books to be up to date.

Materials used: Rigging equipment, Appropriate warning signs & Barricade tape. Relevant tag line.

Relevant Personnel Protection Equipment required: Hard hats. Steel caped safety boots, Harness with double lanyard, eye and sun protection. High vies clothing or vests, Gloves.

LIST THE RELEVANT OHS ACT and REGULATIONS: LIST THE RELEVANT CODES OF PRACTICE APPLICABLE TO YOUR WORK:

AS 2550 - 1 Cranes Safe Use General Required

AS 2550 - 5 Cranes Safe Use Mobile & Vehicle

AS 2550 - 6 Cranes Safe Use - Guided St & Ret App

AS 2550 - 10 Cranes Safe Use – EWPs

AS 1891 3 Industrial Fall Arrest Devices

.

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


JOB STEP

Break the job down into Steps (where practical in sequence)

POTENTIAL HAZARDS

Identify the Hazards associated with each step.

Examine each to find possibilities that could lead to an incident involving injury. Equipment damage or environmental harm.

EXISTING CONTROLS

List the existing controls we currently have in place to address the identified hazard for each job step

Conduct a risk assessment utilising the attached Matrix

PR

OB

AB

ILIT

Y

CO

NS

EQ

UE

NC

E

RA

NK

ING

ADDITIONAL CONTROLS

If the risk rating is too high add additional controls and nominate Person/s Responsible.

PERSON/S RESPONSIBLE

Toolbox meeting and signing of JSA in relation to the unloading and positioning of Cement Silo - Batching Plant units.

Boom configuration Weight of load being lifted Cement Silo - Batching Plant units.

Radius required: 7.66m.

Boom length: 25.3m.

Rough Terrain Crane 45 tons

Note; weight of lifting hook, lifting equipment and spreader to be in overall weight.

Not understanding the job in hand

Ensure all personnel involved in the unloading and positioning of Cement Silo - Batching Plant understand procedure and sign SWMS

All work to carry out by qualified personnel. No unauthorised personnel permitted in the work area. Wika personnel to clearly identify all potential underground and over head hazards and services in relation to work and access areas of crawler cranes and relevant transport.

Wika personnel

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


Use of relevant PPE equipment and up to date Pink card

Equipment failure Personnel injury crushing and pinch points. Back strain, Muscular injuries, and falling objects.

Ensure that all personnel are trained and competent in the relevant use of PPE. Ensure all relevant PPE equipment is used at all times. Harnesses are to be worn and lanyards attached at heights greater than 2m or in the event of no edge protection or risk of falling exists.

PPE required; eye protection, safety boots, sun protection, hard hats, and harness with double layer high vis vests and cover all. All personnel working on ground and round plant or machinery are to wear high vis clothing or vests. All personnel to comply with Pink card induction requirements. Ensure that all WIKA personnel are conversant with WIKA safe working policies

Wika personnel

Establish exclusion zone. Falling objects and protection of site personnel and public.

All loads to be contained within exclusion zone Wika to notify of required exclusion zone and notify site personnel of work activity. Exclusions zones to be barricaded of using appropriate signage & barricading tape to ensure an exclusion zone is set.

No unauthorised access will be permitted into areas during the rigging and de-rigging of the 120t crane. If access is required during the lifting of units, Wika personnel are to be notified of access. All loads are to be slung and directed by a qualified rigger or Dogman.

Wika personnel

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


Manual handling

Back strain, Muscular injuries

Seek assistance if required, use correct manual handling techniques.

Ensure that all Wika personnel are conversant with Wika safe working policies.

Wika personnel

Organize communication

Communications Failure to understand directions

All two way radios to be tested before starting.

Riggers to carry or have access to fresh battery when required, whistle to be used in the event of radio failure.

Wika personnel

Establish Rough Terrain Crane 45 tons at required radius from centre of rift on head stocks. Crane counters weight radius and clearance. Ground conditions.

Ground failure, Structural failure, and personnel injury. Impact of counter weight resulting in load swing or sling breakage and catastrophic load fall. Crane base tracks sink resulting in uneven lift, load shift and excess boom stress and collapses.

Crane to be set up as per manufactures specifications. Riggers to observe position of boom at all times when working in close proximity to overhead obstructions. Check swing radius and clearances. Ground compaction report to be supplied before the setting up of crawler crane, use steel ground pads under crane tracks.

An audible wind speed indicator is installed to indicate if wind speed is too great to continue lifts safely, Operator to monitor conditions and to notify relevant supervisors. Wika personnel to clearly identify all potential underground and over head hazards and services in relation to work and access areas of crawler cranes and relevant transport.

Wika personnel

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


Check all lifting gear and relevant equipment on 120t crane required for lift being performed

Mechanical Failure, Personal injury, sling breaks, load drops, and boom collapses.

All lifting equipment must be checked and tagged current. Any faults must be reported immediately to site supervisor. All loads are to slung and directed by a qualified rigger or dogman

Any lifting equipment that has been supplied by other parties is to be compatible for required lifts and to be of Australian Standards and have required test certificates.

Wika personnel

Attach lifting equipment to required lift as per manufactures specified lifting points on Cement Silo - Batching Plant.

Structural failure, personnel injury, and inclement weather conditions. Load Falls from height. Lugs on units not suitable to take the weight of the load on the lift being performed.

Ensure all personnel involved in the lifting of the Cement Silo - Batching Plant understand the procedure and sign SWMS. Harnesses are to be worn and lanyards attached at heights greater than 2m or in the event of no edge protection or risk of falling exists.

All loads are to be slung and directed by a qualified rigger. All work to be carried out by qualified personnel. No unauthorised personnel permitted in the work area or access onto crane. Lugs on Cement Silo - Batching Plant have been engineered to withstand the required weights that are required for the lift being performed

Wika personnel

In the event of any deviation from this Safe Work Method Statement

Stop all work activities Hold a toolbox meeting record and adjust SWMS variations

To be authorised by Wika safety representative

Wika personnel

PRELIMINARY

RISK MANAGEMENT


Rev. : B


15 July 2011


THIS SWYIS HAS BEEN DEVELOPED THROUGH CONSULTATIONS WITH LCR EMPLOYEES AND HAS BEEN READ AND UNDERSTOOD

THEN SIGNED BY ALL EMPLOYEES INVOLVED WITH THIS ACTIVITY

NAME SIGNATURE NAME SIGNATURE

.

PERSONNEL QUALIFICATIONS AND EXPERIENCE REQUIRED TO COMPLETE

THE TASK:

SPECIFIC TRAINING REQUIRED TO COMPLETE THIS TASK:

APPROVALS:

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 65

4 3

H

2 1

OUT OF PIT CRUSHING AND CONVEYING

(OPCC) SYSTEMS

PT ADARO INDONESIA, Tbk

Menara Karya, 23rd Floor

Jalan H.R. Rasuna Said Block X-5, Kav. 1-2


Phone: +6221-521-1265

PROJECT

OWNER

FLSmidth Indonesia

Gedung BRI II, 21st floor, Suite # 2101

Jalan Jendral Sudirman Kav. 44-46


Tel +62 21 251 27 38/2739

Fax +62 21 251 27 40

PT WIJAYA KARYA (Persero), Tbk

Jl. DI Panjaitan Kav 9 Jakarta 13340

Phone : (62-21) 819 2808, 850 8640, 850 8650

Fax : (62-21) 856 4463, 819 1235

DRAWING NUMBER :

CONTRACTOR

RIGGING PLAN

Cement SiLo-Batching PLant

REMARK:-. All dimension in millimeters

Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE

REV. DATE DESCRIPTION APRDCHKDDRAWN BP APRDDATE DATE DATE DATE

REVISIONS

REFERENCEDRAWINGS

For Information For Review For Approval For Release For As-Built

Approval or review hereunder shall not be construed to relieve Vendor / Subcontractor of hisresponsibilities and liability under the Contract

C: ACCEPTED WITHOUT COMMENTSB: ACCEPTED WITH COMMENTSA: DOCUMENT TO BE REVISED AND REISSUED

CORE

LIFECYCLE CODE : A OR B

RESULT CODE : C, B, A

NEXT STATUS : FA, FR, RE, AB

RESUBMISSION DATE :

NEXT SUBMISSION DATE:

ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :

RESPONSIBLE DEPT. / PERSON :

ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

START

DATA MATERIAL

1. DIMENSION

2. WEIGHT

RIGGING DEPARTMENT

ANALYZE AND PLANED ACTIVITY FOR

LIFTING AND ERECTION WORK

REFERENCE

1. RIGGING BOOK

2. EQUIPMENT MANUAL

3. ASME B30.5-2004 Mobil & Locomotive cranes

4. ASME B30.6-2003 Derrick

5. ASME B30.10-1999 Hook

6. ASME B30.21-2005 manually lever operated hoist

7. ASME B30.24-2003 Safety standard for cranes,derrick, hoist, jacks, and Sling

8. ASME B30.26-2004 Rigging Hardware

9. BS EN 5973 Scaffolding

10. Australian Standard, AS 3569--1989, Wire ropes

11. Australian Standard, AS 2759--1985, Wire ropes

NEED DUO CRANE

Yes

No

MONO CRANE

TAILING DESIGN

JOB SAFETY ANALISYS

Safe

Risk

FINISH

Final Inspection by

WIKA

Prepare Final Report for ApprovaL

Handover

No

Yes

RIGGING PLAN

ACTION

CONTROL

: CEMENT SILO - BATCHING PLANT

: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 01


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

RIGGING PROCEDURE

01. OBJECTIVE

Rigging Study of install Cement SiLo-Batching PLant.

02. SCOPE OF APPLICATION

Rigging study is describe the guidelines and operating step of lifting Cement SiLo-Batching PLant.

03. REFERENCE

1. PT WIJAYA KARYA RIGGING DEPARTMENT REFERENCE

04. EQUIPMENT

No Equipment Qty Capacities Remark

01 ROUGH TRAIN CRANE 1 unit 45 ton New

02 TRAILER 1 unit 20 ton New

05. RIGGING TOOLS

No Equipment Qty Capacities Remark

01 Wire Sling 1 inch x 10m 4 pcs 7.7 ton

02 Omega Type Shackle 4 pcs 5 ton

03 Chain BLock 2 pcs 5 ton

06. SAFETY REQUIREMENTS

No Equipment Qty

01 Safety Barricade Red White 77 mtr

02 Safety Cone 7 pcs


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 02


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

START

Cement SiLo-Batching PLant INSTALLATION

Move Cement SiLo-Batching PLant by Trailer to Site

Moving Preparation by Rigger Crew

LA

Y D

OW

N A

CT

IV

IT

Y

Inspection Quality

by QC & Safety

No

Yes

Connected all Sling

for Lifting

PR

EP

AR

IN

G A

CT

IV

IT

Y IN

S

IT

E

Lifting Cement SiLo-Batching PLant

by Crawler Crane

to Target Elevation

From ELev. 0.000

Connected Cement SiLo-Batching PLant Foundation

FINISH

Cleaning Cement SiLo-Batching PLant

ER

EC

TIO

N A

CT

IV

IT

Y

Control Position of Cement SiLo-Batching PLant

to be Lifted by Rigging Supervisor

Object on Target Position


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 03


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 04

STEEL PLATE

T = 20 MM

7

6

0

3

BOTTOM FRAME

CRANE STUDY:

LIFT CRANE DATA

CRANE MOBILE

CRANE TYPE Tadano TR450XL-4

CAPACITIES 45 ton

BOOM LENGTH 25.300 m

SLING REEVES 2

OPERATING RADIUS 7.600 m Max

CAPACITY 16600 Kg

DESIGN ERECTION WEIGHT 10000 Kg

RIGGING WEIGHT 500 Kg

TOTAL ERECTION WEIGHT 10500 Kg

SAFETY FACTOR 1.34


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 05


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

STEEL PLATE

T = 20 MM

7664

6

6

8

4

7

6

0

3

2

5

3

0

3

16

04

2


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 06


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

STEEL PLATE

T = 20 MM

7664

6

6

8

4

CEMENT SILO

CRANE STUDY:

LIFT CRANE DATA

CRANE MOBILE

CRANE TYPE Tadano TR450XL-4

CAPACITIES 45 ton

BOOM LENGTH 25.300 m

SLING REEVES 2

OPERATING RADIUS 7.600 m Max

CAPACITY 16600 Kg

DESIGN ERECTION WEIGHT 5000 Kg

RIGGING WEIGHT 500 Kg

TOTAL ERECTION WEIGHT 5500 Kg

SAFETY FACTOR 2.57

2

5

3

0

3


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 07


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

STEEL PLATE

T = 20 MM


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 08

STEEL PLATE

T = 20 MM


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 09

STEEL PLATE

T = 20 MM

2

5

3

0

3

7664

90

17

66

31

82

28


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR


: RIGGING PLAN

: SITE FACILITIES

OPCC-90-RIG-0001

1:200

B

: / 10 10

STEEL PLATE

T = 20 MM

7664

90

17

31

40

7

6

0

3

66

31

82

28

2

5

3

0

3


Gunawan H

SUKMA ARI

HaGun

Hg

12 11

A

B

C

D

E

10 9 8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

12 11

F

G

10 9 8 7 6 5 4 3

H

2 1

DWG NO :

A4SIZE REV.

SCALE


REVISIONS

REFERENCEDRAWINGS




CORE




RESUBMISSION DATE :


ISSUE PURPOSE :

EQUIP ITEM NO :NON

REVIEW DATE :


ENGINEER

APPROVED

CHECKED

DRAWN

SIGN.INITIALSDATE

FILE NAME:

PAGE

TYPEDETAIL

AREA

NOTES:

OWNER

DWG NO. TITLE

CONTRACTOR

PRELIMINARY RIGGING TOOLS


Batching Plant

Rev. : A

OPCC-90-RIG-0001 15 July 2011 Page 1 of 4

CHAPTER 6



Batching Plant

Rev. : A


TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 WORKING LOAD LIMIT - 1770 GRADE W.R.C. ................................................................. 3

2 GRADE 'S' SHACKLES ....................................................................................................... 3

3 POLYESTER ROUND SLINGS & FLAT WEB SLINGS QUALITY ....................................... 3

4 3G Industrial Chain Block - 5 tonne Capacity ............................................................ 4



Batching Plant

Rev. : A


1 WORKING LOAD LIMIT - 1770 GRADE W.R.C.

METHOD

OF

LOADING

DIRECT

LOADED

CHOKE

HITCH

2-LEG ASSEMBLY 4-LEG ASSEMBLY

Round

load

Rect.

load

Angle a is between opposite legs

Rigid load Flexible load

Included

angle a 30° 45° 60° 90° 120° 45° 60° 90° 120° 45° 60° 90° 120°

Loading

factor

1.00

x 0.95

0.75

x 0.95

0.50

x

0.95

1.93

x

0.95

1.85

x

0.95

1.73

x

0.95

1.41

x

0.95

1.00

x

0.95

1.85

x

0.95

1.73

x

0.95

1.41

x

0.95

1.00

x

0.95

3.70

x

0.95

3.46

x

0.95

2.83

x

0.95

2.00

x

0.95

Nominal

rope dia.

mm

Working Load Limit -- tonnes

20

22

24

4.9

5.9

7.0

3.7

4.4

5.3

2.4

3.0

3.5

9.4

11.4

13.6

9.0

10.8

12.9

8.4

10.2

12.2

6.9

8.3

9.9

4.9

5.9

7.0

9.0

10.8

12.9

8.4

10.2

12.2

6.9

8.3

9.9

4.9

5.9

7.0

18.0

21.9

25.9

16.9

20.5

24.3

13.9

16.7

19.9

9.8

11.8

14.1

2 GRADE 'S' SHACKLES

WORKING

LOAD

LIMIT

DIA BOW DIA PIN INSIDE

WIDTH

INSIDE LENGTH WIDTH

OF BOW

APPROX. WEIGHT

EACH CHAIN

TYPE

ANCHOR

TYPE

D d a C C 2r in kgs

metric

tons mm mm mm mm mm mm

SCREW

PIN

SAFETY

PIN

6.5 22 25 36 73 83 58 1.56 1.88

8.5 25 28 43 85 95 68 2.32 2.78

3 POLYESTER ROUND SLINGS & FLAT WEB SLINGS QUALITY

FLAT SLING

WEB

WIDTH

ROUND

SLING

SLEEVE

WIDTH

CODE MM CODE MM KG KG KG KG KG

FS-2-5000 150 SRS-5000 80 5,000 4,000 10,000 9,500 7,000

FS-2-8000 240 SRS-8000 86 8,000 6,400 16,000 15,200 1,1200

FS-2-10000 300 SRS-10000 100 10,000 8,000 20,000 19,000 14,000



Batching Plant

Rev. : A


4 3G Industrial Chain Block - 5 tonne Capacity

Product Code 500503M

Rated Capacity 5 tonne

Colour Code Red

Standard Lift 3m

Falls of Chain 2

Efforts to lift full load 42kg

Net Weight 39kg

Hand Chain Overhauled 154m

to lift load one metre

Load Chain diameter 10mm

Clearance Dimensions

A (Headroom) 620

B (Width) 240

C (Depth) 178

D (Diameter) 218

Hook opening (upper) 45

Hook opening (lower) 45

PRELIMINARY CRITICAL LIFT WORKSHEET


Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 1 of 6

CHAPTER 7



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 2 of 6

TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 1

CRITICAL LIFT WORKSHEET ................................................................................................... 3



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 3 of 6

CRITICAL LIFT WORKSHEET

Title: Date:

Project: Job Number:

Description:

Jobsite Address:

Customer: P.O./ Contract#:

Lift Plan Drawings and Load Placement Drawing attached?

YES / NO

Notes:

Crane Information Lift Information

Manufacturer: Crane Radius:

Model: Crane Capacity at Radius:

Serial #: Capacity at Pick Point:

Capacity at Set Point:

Notes:

Notes:

Crane Configuration Load Configuration

Crane Carrier: Net Load Weight

Counterweigh: Description:

Chart Capacity: Dimensions:

Main Boom Length: Load Weight:

Boom Sections: Rigging Weight:

Parts of Line: Hook Weight:



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 4 of 6

Line Size: Block Weight:

Capacity of Line @ Parts: Load Line Weight:

Radius: Hook Height:

Boom Angle: Sling Length:

Tip Height: Sling Angle:

Jib Used? Sling Equipment #:

Jib:

Jib offsets: Sling Type:

Jib Angle from Ground:

Ground Bearing Pressure (Worst Case): Spreader Bar #:

Spreader Bar Capacity:

Hook Block:

Setup Information Shackle Type:

Crane Setup (Over Rear) Shackle Qty:

Shackle Capacity

Setup Distance Additional Rigging

Mat Used? Additional Rigging Capacity:

Mat dimensions: % of Chart Capacity

Ground Bearing Pressure Below Mat: Chart Capacity Deduction

Notes: Deduct Capacity

Notes:

Not for construction use. For pre-planning only.

Title: Date:



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 5 of 6

Project: Job Number:

Notes: Notes:

Pre-Lift Checklist

Crane Operator: Name:

Signalperson Assigned: Name:

Communication Method:

Crane Inspected by Operator? YES / NO

Rigging Inspected? YES / NO

All Permits Obtained? YES / NO

Are weather conditions OK? YES / NO

Wind OK? YES / NO

Are there Power Lines? YES / NO

Is Operators Certification Card current? YES / NO

Is area OK for entry and exit of jobsite? YES / NO

Has a pre-lift meeting between operator, signalperson, supervisor, and any and all other persons occurred?

YES / NO

Other Considerations:



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 6 of 6

Signatures

Engineer:

Supervisor:

Operator:

Client:

Not for construction use. For pre-planning only.

PRELIMINARY LIFT STUDY


Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 1 of 15

CHAPTER 8



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 2 of 15

TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 LIFT PLAN – METHOD AND PROCEDURE ....................................................................... 3

2 Personnel - Equipment List ................................................................................................ 4

3 Rigging/Slinging Equipment List .......................................................................................... 5

4 Crane Load Chart................................................................................................................ 6

4.1 Rough Terrain Crane Capacities 45 ton ........................................................................ 6

5 Rigging/Slinging –Diagram .................................................................................................. 6

6 Planning Process Check List ............................................................................................. 10

7 Operational Progress - Check List ..................................................................................... 11

8 Main Specification ............................................................................................................. 12

8.1 Rough Terrain Crane Capacities 45 ton (Model TR-450XL-4) ..................................... 12

9 Landfill - Check List ........................................................................................................... 15



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 3 of 15

1 LIFT PLAN – METHOD AND PROCEDURE

Customer: Job No.:

Customer Contact: Phone:

Project Title:

Project Address:

Commencement

Date: Completion Date:

Task Description

Crawler Crane 120 tons used to lift of Cement Silo - Batching Plant to position while installing.

Load Description

Dimensions:

Weight Load: Lift Equipment: Total:

Weight Distribution: Equal

Centre of Gravity:

Prepared by: Gunawan, H Supervisor / Controller:

HaGun

Date

Issued to: Date



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 4 of 15

2 Personnel - Equipment List

Personnel

Name Classification Cart Number

Crane Operator

Rigger

Cranes

Unit

No

Make Capacity Plan

Reg

No.

Inspect

Date

Proposed

CWT

Boom

Length

Jib

Length

Hook

Riving

Max

SWL

Load

Share

Transport

Unit No. Prime

Mover

Trailer Reg No. Inspect

Date

Max Load

Cap

Proposed

Load

Other:


HaGun

Date

Issued to: Date



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 5 of 15

3 Rigging/Slinging Equipment List

Chains

Lift Point

No

Diameter Length SWL Inspected Load Share Details

Slings

Lift Point

No

Diameter Length SWL Inspected Load Share Details

Shackles

Lift Point No Size SWL Inspected Load Share Details

Other – Lifting Beams, Spreader, Equal sling Sheaves, etc.

Lift Point No Description SWL Inspected Load Share Details


HaGun

Date

Issued to: Date



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 6 of 15

4 Crane Load Chart

4.1 Rough Terrain Crane Capacities 45 ton

5 Rigging/Slinging –Diagram

Sketch the Load and mark: Nominated Lift Points, Weight at each Lift Point, Centre of Gravity,

Load Sharing Calculation, and Rigging Arrangement.



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 7 of 15



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 8 of 15



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 9 of 15


HaGun

Date

Issued to: Date



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 10 of 15

6 Planning Process Check List

Item Checked

Access on site is suitable for cranes and transport vehicles

Cranes standing and working area is level. compacted and suitable for assembly

Outrigger point loadings calculated

Outrigger packing identified and prepared to suit ground conditions

Adequate and suitable area identified to unload, assemble, handle and store the load

All overhead obstructions, power wires, structures etc, identified and controlled

All underground obstructions, pipes drains, manholes etc, identified and controlled

All permits, authorities, etc, identified and organised

Methods are designed and implemented to control unauthorised entry of others

Barriers, barricades, signage. warning lights, etc, identified and prepared

Scaffold, ladders, access platforms, to all work areas identified and prepared

Communication and control methods established and instructed

Clearances for tail swing, boom operation and load movement are confirmed

All appropriate P.P.E. is identified and provided

All hazards are identified and control measures prepared

All necessary information and instruction is given to all persons involved

The supervisor or lift controller is identified to all persons involved

All arrangements are confirmed with the customer representative


HaGun

Date

Issued to: Date



Batching Plant

Rev. : B

OPCC-90-RIG-0001 15 July 2011

Page 11 of 15

7 Operational Progress - Check List

Item Checked

Personnel

On arrival at site all personnel are briefed and delegated particular tasks

The site area is cleared of all persons and equipment not involved

Barricades, signage warning devices installed

Access to work areas installed - P.P.E.

Control measures applied to hazardous areas or situations

CRANES

Crane/s positioned in accordance with plan, radius and S.W.L. confirmed

Outrigger packing positioned, outrigger beams extended, outrigger jacks extended

Crane jacked level, locking pins and devices fitted, as per crane manual

Boom assembled or extended to required length, pins, wedges, safety devices etc., fitted

Counterweight fitted, hooks revved, bolts, pins, wedges, safety devices etc. fitted

Boom erected, brakes, pawls, lock outs, weigh gauges, etc. tested

Tail swing and boom clearances confirmed, communications system tested

LOAD

Item is positioned or assembled, supported and brace, in a safe stable manner

Rigging/Slinging is fitted, protection for gear installed as per plan

Load is lifted clear of ground, slinging checked, outriggers checked

Observance for hazards is made, confirmation to proceed is given

Load is lifted and placed in final position and safely secure

Rigging / Slinging equipment disconnected and lowered to ground

MOVE OUT

All equipment is safely dis-assembled, stowed loaded and tied on transport

Cranes are prepared for travel in accordance with manuals and permits

Inspection made to ensure no hazards remain as a result of activity

All personnel and equipment depart from site in a safe. orderly manner


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8 Main Specification

8.1 Rough Terrain Crane Capacities 45 ton (Model TR-450XL-4)



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9 Landfill - Check List

ITEM Checked

Are all surface encumbrances that may create a hazard re-moved or supported?

Have all underground utility installation been located?

Are employees exposed to vehicular traffic wearing warning vests made of reflector zed or high visibility material?

Is a warning system such as barricades, hand or mechanical signals or stop logs used when mobile equipment approaches the edge of the excavation?

Is there Settlement (Low spots) in the ground?

Are there Cracks in the ground?

Is there Erosion in the ground?

Are there Alternative Cover (armoured rock, concrete, etc.) in the ground?

Whether the soil has a horizontal surface?


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PRELIMINARY CRANE LIFT STUDY


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CHAPTER 9



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TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 HYDRAULIC ROUGH TERRAIN CRANE ........................................................................... 3

1.1 GENERAL DIMENSION ............................................................................................... 4

1.2 CRANE SPECIFICATIONS .......................................................................................... 5

1.3 TR-450XL-4 WORKING RANGE CHART ..................................................................... 7

1.4 TR-450XL-4 RATED LIFTING CAPACITIES ................................................................. 8

1.5 BOOM LENGTH IN FEET ............................................................................................. 8

2 ACTUAL CONDITION ......................................................................................................... 9



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1 HYDRAULIC ROUGH TERRAIN CRANE



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1.1 GENERAL DIMENSION



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1.2 CRANE SPECIFICATIONS



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1.3 TR-450XL-4 WORKING RANGE CHART



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1.4 TR-450XL-4 RATED LIFTING CAPACITIES

1.5 BOOM LENGTH IN FEET



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2 ACTUAL CONDITION

Figure 1Lifting Position



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Figure 2 On Base Position

PRELIMINARY

GENERAL SCAFFOLDING

SAFETY CHECKLIST


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CHAPTER 10

PRELIMINARY

GENERAL SCAFFOLDING

SAFETY CHECKLIST


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TABLE OF CONTENT

TABLE OF CONTENT ................................................................................................................ 2

1 Documentation: ................................................................................................................... 3

2 Supporting structure: ........................................................................................................... 3

3 Foundation: ......................................................................................................................... 3

4 Openings in scaffolding e.g. driveways: .............................................................................. 4

5 Steel wire mesh/shade cloth/containment sheeting/signage: ............................................... 4

6 Over head power lines (OHPL): .......................................................................................... 4

7 Mixed components: ............................................................................................................. 5

8 Ties: .................................................................................................................................... 5

9 Temporary ladders: ............................................................................................................. 6

10 Platforms (general): ............................................................................................................. 6

11 Temporary stairways: .......................................................................................................... 7

12 Bracing: ............................................................................................................................... 7

13 Access: ............................................................................................................................... 7

14 Edge protection: .................................................................................................................. 8

15 Trades using the scaffolding: .............................................................................................. 8

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GENERAL SCAFFOLDING

SAFETY CHECKLIST


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General scaffolding safety checklist

Site address: yes no n/a

1 Documentation:

Is a hand over certificate available on site or such things as scaffolding tag

Has steel wire mesh/ shade cloth or containment sheeting been provided where members of the public exposed to a risk of falling materials from the scaffolding

Has steel wire mesh/ shade cloth or containment sheeting been provided

where workers are exposed to a risk of falling materials from the scaffolding

Where the working platform is less than 4m was it erected by a competent person

Are procedures in place to inspect scaffolding every 30 days

System in place to inspect the scaffolding after trades have used it e.g. form workers, concreters, bricklayers, tillers

Is a work method statement or appropriate documentation available for the management of scaffolding on site once erected

Is there a system in place to prevent damage from loads suspended from a crane and is it recorded in SWMS

Have trades been inducted on the safe use of the scaffolding

2 Supporting structure:

Is the supporting structure in good condition and adequate strength/has it been assessed by a competent person/ engineers certificate obtained

Is there a risk of the supporting structure being overloaded from other sources adequately controlled

3 Foundation:

Scaffolding erected on suitable foundation/footings e.g. not adjacent to trenches, excavation, underground services, soft ground

Base plates used are a minimum 100mm x 100mm and 6mm thick

If on soft ground are sole boards being used to distribute the load evenly

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SAFETY CHECKLIST


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e.g. unstable ground, gaps

Are the sole boards continuous and where ever possible support 2 standards. and a minimum 220mm wide

Are the sole boards a minimum 220mm wide

Is packing used under sole boards suitable e.g. hard wood

Screw Jacks not to extend more than 600 mm or as per manufacturers requirements

4 Openings in scaffolding e.g. driveways:

System in place to prevent scaffolding being struck by vehicles and or plant e.g. concrete blocks, guards, fenders, traffic management

5 Steel wire mesh/shade cloth/containment sheeting/signage:

Has the scaffolding been designed for wind loading where signage is being tied to the scaffolding

Are the sheets adequately fixed/tied

Are there any rips or gaps in sheeting

Is there an engineer’s certificate for the ties

Is there a minimum 50mm overlap

Signs on scaffolding – any engineering calculations - wind loading design

6 Over head power lines (OHPL):

Is the scaffolding erected close to OHPL

Has the OHPL been de energized

If the OHPL have not been de energized is there a system of work to ensure the scaffolding complies with local requirements during erection, altering, use and dismantling

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GENERAL SCAFFOLDING

SAFETY CHECKLIST


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7 Mixed components:

Are mixed components being used

Are they compatible

Engineers certificate available if required

8 Ties:

Have ties been installed as per manufacturers/suppliers instructions/ information and AS/NZS 1576

System in place to monitor ties as other trades progress e.g. form workers, bricklaying, tillers etc

System in place to monitor ties as the structure is demolished

Do the ties pick up 2 standards or ledgers

Are single leg ties used –is relevant documentation available

Have 900 fittings been used (swivel fittings not to be used)

Are ties provided every 4m (vertically) in height

Are ties provided as per AS 1576 - Vertical = every 4m Horizontal = 3rd

bay

Height of scaffolding

Between ground

And 15m

Between 15m

And 30m

Between 30

And 45m

< 15m Every 3rd

standard

- -

15m – 30m Every 2nd

standard

Every 3rd

standard

-

> 30m Every standard Every 2nd

standard

Every 3rd

standard

Where drilled in anchors being used are engineering drawings/calculations etc available on site

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GENERAL SCAFFOLDING

SAFETY CHECKLIST


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Do the ties obstruct access along the full length of the working and access platforms

9 Temporary ladders:

Are ladders adequately secured at the top and bottom

Is the ladder in good condition

Are ladders no less than 1:4 or no more than 1:6 slope

Is the ladder extended 900- 1000 mm above the landing platform

Are temporary ladders no > 6m between successive ladder landings

10 Platforms (general):

Are platforms free from obstruction

Are planks in good condition and a minimum 220mm wide

Do planks overhang supports by 150-300mm

Are planks adequately secured where they overlap

Are loads on any given platform evenly distributed

Are standards correctly positioned i.e. staggered

Is the duty of the scaffolding suitable for the task i.e. heavy, medium or light

Is the scaffold width appropriate for the duty e.g. heavy duty 5 planks

Are signs erected on the bays indicating duty of the bay/s (i.e. scaffold tag)

Are any of the platform bays being used to stack/store materials e.g. bricks, F. Work

Does the weight of these material exceed the rated WLL per platform bay

Is there any materiel etc being stacked/stored above the height of the

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SAFETY CHECKLIST


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guardrail

Is there any signage indicating scaffolding incomplete where required

Are openings at working platform level covered and secured e.g. plywood (17mm), planks

11 Temporary stairways:

Has separate stairway access been provided to access scaffolding

Is the stairway a minimum 500mm wide

Is the access landing a minimum 500mm x 450mm

Is a handrail provided along each the stairway

12 Bracing:

Has face bracing been provided i.e. longitudinal at no more than 3 bays apart, unless otherwise specified

Has been provided at the end of the scaffolding i.e. transverse bracing

Does the bracing extend the full height of the scaffolding

Hop up brackets:

If hop up brackets are 500mm above or below the working platform has adequate fall prevention been provided

13 Access:

Is the access along the working platform - minimum 450mm wide for persons and tools only (2 planks)

Is the access along the working platform - minimum 675mm wide for persons and materials (3 planks)

Are incomplete scaffolding platforms etc blocked off and or signs used

Is there suitable access to and from the working platform e.g. from the building to the scaffold

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SAFETY CHECKLIST


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Is there safe access between working platform during use, erection and dismantling

14 Edge protection:

Is edge protection provided where a person or object could fall (2m or) more

Handrail, mid rail and toe board or brick guard provided

Where guardrails and toe boards (150mm) only are being used is a

suitable infill such as brick guards or infill panels being used

Are guardrails erected between 900mm and 1100mm above the platform

Where brick guards are being used is the mesh aperture no > 50mm x 50mm

Where the gap between scaffolding and supporting structure is > 225mm

has edge protection been provided

15 Trades using the scaffolding:

Do the trades on site using the scaffolding alter the scaffolding themselves

Are the trades on site that are using the scaffolding aware that any alterations to the scaffolding are to be done by a scaffolder.

rigging plan cement silo+crane 45

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