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
Jakarta 10210, Indonesia
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
PRELIMINARY METHOD OF WORK
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 2 of 14
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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Batching Plant
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OPCC-90-RIG-0001 15 July 2011
Page 3 of 14
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
PRELIMINARY METHOD OF WORK
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 4 of 14
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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Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 5 of 14
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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Document Number Cement Silo -
Batching Plant
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Page 6 of 14
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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Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 7 of 14
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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Document Number Cement Silo -
Batching Plant
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OPCC-90-RIG-0001 15 July 2011
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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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Document Number Cement Silo -
Batching Plant
Rev. : B
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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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Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
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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.
4. All connected must be safety, refer to Safety lifting checklist.
5. Lift the cement silo until 1 meter up to trailer.
6. Trailer moves left the job site.
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Batching Plant
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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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Document Number Cement Silo -
Batching Plant
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7.2.5 Lifting Process
Figure 5
These activities:
1. Connected all sling to the cement silo.
2. All connected must be safety, refer to Safety lifting checklist.
3. Lifts slowly object by Rough Terrain Crane 45 tons.
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Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
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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.
PRELIMINARY METHOD OF WORK
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 14 of 14
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
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
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CHAPTER 2
PRELIMINARY
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Document Number Cement Silo -
Batching Plant
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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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Document Number Cement Silo -
Batching Plant
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Page 3 of 10
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
PRELIMINARY
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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.
PRELIMINARY
JOB SAFETY ASSESSMENT PROCEDURE
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 10 of 10
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
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 2 of 8
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:
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 3 of 8
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.
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 4 of 8
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.
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 5 of 8
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
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 6 of 8
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
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 7 of 8
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
PRELIMINARY SAFE WORK METHOD STATEMENT
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 8 of 8
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
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 1 of 7
CHAPTER 4
PRELIMINARY
RISK MANAGEMENT
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 2 of 7
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
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 3 of 7
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
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 4 of 7
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
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 5 of 7
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
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 6 of 7
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
SAFE WORK METHOD STATEMENT (SWMS)
Rev. : B
Document Number Cement Silo - Batching Plant
15 July 2011
OPCC-90-RIG-0001 Page 7 of 7
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
Jakarta 12950, Indonesia
Phone: +6221-521-1265
PROJECT
OWNER
FLSmidth Indonesia
Gedung BRI II, 21st floor, Suite # 2101
Jalan Jendral Sudirman Kav. 44-46
Jakarta 10210, Indonesia
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
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
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
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
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
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
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
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 02
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
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
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
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
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
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 03
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
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
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
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
: CEMENT SILO - BATCHING PLANT
: 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
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 05
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
STEEL PLATE
T = 20 MM
7664
6
6
8
4
7
6
0
3
2
5
3
0
3
16
04
2
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 06
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
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
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
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 07
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
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
STEEL PLATE
T = 20 MM
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
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
: CEMENT SILO - BATCHING PLANT
: RIGGING PLAN
: SITE FACILITIES
OPCC-90-RIG-0001
1:200
B
: / 10 08
STEEL PLATE
T = 20 MM
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
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
: CEMENT SILO - BATCHING PLANT
: 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
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
: CEMENT SILO - BATCHING PLANT
: 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
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
PRELIMINARY RIGGING TOOLS
Document Number Cement Silo -
Batching Plant
Rev. : A
OPCC-90-RIG-0001 15 July 2011 Page 1 of 4
CHAPTER 6
PRELIMINARY RIGGING TOOLS
Document Number Cement Silo -
Batching Plant
Rev. : A
OPCC-90-RIG-0001 15 July 2011 Page 2 of 4
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
PRELIMINARY RIGGING TOOLS
Document Number Cement Silo -
Batching Plant
Rev. : A
OPCC-90-RIG-0001 15 July 2011 Page 3 of 4
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
PRELIMINARY RIGGING TOOLS
Document Number Cement Silo -
Batching Plant
Rev. : A
OPCC-90-RIG-0001 15 July 2011 Page 4 of 4
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
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 1 of 6
CHAPTER 7
PRELIMINARY CRITICAL LIFT WORKSHEET
Document Number Cement Silo -
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
PRELIMINARY CRITICAL LIFT WORKSHEET
Document Number Cement Silo -
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:
PRELIMINARY CRITICAL LIFT WORKSHEET
Document Number Cement Silo -
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:
PRELIMINARY CRITICAL LIFT WORKSHEET
Document Number Cement Silo -
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:
PRELIMINARY CRITICAL LIFT WORKSHEET
Document Number Cement Silo -
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
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 1 of 15
CHAPTER 8
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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:
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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.
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 7 of 15
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 8 of 15
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 9 of 15
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
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
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 12 of 15
8 Main Specification
8.1 Rough Terrain Crane Capacities 45 ton (Model TR-450XL-4)
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 13 of 15
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 14 of 15
PRELIMINARY LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 15 of 15
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?
Prepared by: Gunawan, H Supervisor / Controller:
HaGun
Date
Issued to: Date
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 1 of 10
CHAPTER 9
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 2 of 10
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
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 3 of 10
1 HYDRAULIC ROUGH TERRAIN CRANE
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 4 of 10
1.1 GENERAL DIMENSION
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 5 of 10
1.2 CRANE SPECIFICATIONS
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 6 of 10
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 7 of 10
1.3 TR-450XL-4 WORKING RANGE CHART
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 8 of 10
1.4 TR-450XL-4 RATED LIFTING CAPACITIES
1.5 BOOM LENGTH IN FEET
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 9 of 10
2 ACTUAL CONDITION
Figure 1Lifting Position
PRELIMINARY CRANE LIFT STUDY
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 10 of 10
Figure 2 On Base Position
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 1 of 8
CHAPTER 10
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 2 of 8
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 3 of 8
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 4 of 8
General scaffolding safety checklist
Site address: yes no n/a
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 5 of 8
General scaffolding safety checklist
Site address: yes no n/a
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 6 of 8
General scaffolding safety checklist
Site address: yes no n/a
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 7 of 8
General scaffolding safety checklist
Site address: yes no n/a
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
PRELIMINARY
GENERAL SCAFFOLDING
SAFETY CHECKLIST
Document Number Cement Silo -
Batching Plant
Rev. : B
OPCC-90-RIG-0001 15 July 2011
Page 8 of 8
General scaffolding safety checklist
Site address: yes no n/a
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.