STEEL PLATE T = 20 MM 7664 9034 3140 7603 6615 8228 25303 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 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
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Transcript
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
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.
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.
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
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
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.