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S W QRVX
JOINT
VENTURE
mm m
A I S E I
METHOD ST TEMENT
SKY
ORYX
JOINT
VENTURE
Installation of
Cable
TrayslMash Tray
CONTRACTOR'S V ERIFICATION STAMP
PURSUANT TO SPECIAL CONDITION 5 WE, SKY ORYX JOINT VENTURE, VERIFY THAT THIS SUBMITTAL SATISFIES ALL
REQUIREMENTS OF THE CONTRACT, WlTH THE EXCEPTION OF THE FOLLOWING CLARIFICATIONS PROPOSALS ACCEPTED
BY THE ENGINEER:
CONTRACTOR'S PROJECT MANAGER:
M.HORIKAWA
PRINT NAME SIGNATURE
ddW G Zvb3
DATE
DOCUMENT REVIEW STATUS
STATUS
:
WORK MAY PROCEED.
STATUS
:
REVISE RESUBMIT. WORK MAY PROCEED SUBJECT TO INCORPORATION OF COMMENTS INDICATED
STATUS 3: REVISE RESUBMIT. WORK MAY NOT PROCEED.
STATUS
4:
REVIEW NOT REQUIRED. WORK MAY PROCEED .
PERMISSION TO PROCEED SHALL NOT CONSTITUTE ACCEPTANCE OR APPROVAL OF DESIGN DETAILS, CALCULATIONS,
ANALYSES, TEST METHODS, OR MATERIALS DEVELOPED OR SELECTED BY CONTRACTOR AND SHALL N OT RELIEVE
CONTRACTOR FROM FULL COMPLIANCE WlTH THE CONTRA CT TECHNICAL SPECIFICATIONS AND DRAWINGS.
.............................. ------------------
Overseas Bechtel, Inc. Date
Method Statement No:
25045 A1000 18 3GS T 003
Issued
by:
SKY ORYX JOINT VENTURE
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Submittal: 25045-A1 000 -1 8 -3GS-T007-Rev1
Method Statement: Instal lat ion of C a b l e T r a y I M a s h T r a y
Date on Previous Submittal:
1 5 J U N E 2 0 0 7
Date on
OBI
Comments Returned: 2 9 J U N E 2 0 0 7
Date on Reply to 81Comments: 3 0 S E P 2 0 0 7
Adds or Changes on REV
Comment
Number
1
umber
1
2
3
SOJV Reply
Method changed, please
check appendix
6 . 4 6.5,
6 6
Will be includ ed later.
Section
Reference
General
Comment
General
Comment
section ~eference
SOJV
Rod Support part added.
Revized
Fastening of Support
6
Reviewer
GS
GS
General Notes, Span
General Notes, Wall Support
Hunge r Support System for Cable TrayIMash Tray
5
O I
Comment
Tray acceptable. T-junctions
unacceptable as well as corner junctions
does not conform to a sweeping bend
radii for cables and cou ld cause damage
to cables.
Include method of how the tray will c ross
expansion joints.
Removed.
Installation of Hanger Threaded
Hunger Support System for Cable TraylMash Tray
Appendices Revized Manu facturer s
Catalouge/lnstallation Guide, Risk
Assesment Form.
-Added Loa d Calculations.
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TABLE OF CONTENTS
1
TITLE
2 SCO PE OF WORK
General description.
Plant and equipment.
Materials.
Site planning preparation
Work methodology.
Organisation, Responsibilities Supervision.
Work Force.
3 HEALTH SAFETY
Risk assessments
NDlA E S
H
Contractor Requirements
Protective Safety Equipment.
Contractual Requirements.
Information to personnel.
Emergency Procedures.
Permit Requirements.
4
ENVIRONMEN TAL ISSLlES
Environmental Impact assessment.
NDlA E S H Contractor Requirements
Contractual Requirements.
Emergency Procedures.
5 QUALITY ASSURANCE
Contractual Requirements.
Critical works.
Inspection Testing.
Follow up Evaluation.
6 APPENDICES
Manufacturer s Catalogue/lnstallation Guide
Risk Assessment Form
Load Calculations
Method Statement No:
25045-A1000-18-3GS-T-003
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1
Cable Trays
2 Scope of Work
The intent of this method of statement is to describe the steps involved in the installation of
Cable TraysIMash Trays.
General Description
This work method and procedure establishes the manne r or p rocess in which installations for
Cab le Trays for building services will be completed under this con tract. Installations will be
located as shown on the approved construction drawings and as detailed here and in the
specifications applicable. This scope of work covers all the items that insisted under the
specifications 25045-18 -3PS-16139 . Besides this documen t we refer to manu facturer s
catalogue Append ixes 6.
Plant and Equipment
For m esh trays installation;
-
Hand Tools
-
Power Saws
Drills
- Cutters
-
Bolt cutter for m esh trays
Materials
Mes h trays.
Accessories such as e.g. joints, couplings, fittings.
Hange r Threaded R od with nut and washer
Unistrut Clamp
Unistrut Channel
Expansion Anchor
Beam Clamp
Deliveries will be handled at the site area according to the given instructed requirements.
Site Planning Preparation
Site Engineer and supervisor will ensure that necessary materials, complete tools, and
equipment for the installation are available at the site prior to work com mencem ent. Ensure
all materials are approved for installation before works start. All approved submittals,
drawings and ITP s, are on hand for review by OBI.
A valid permit to excavate will be maintained at all times if needed.
2 4 1
Work Coordination
Supervise the work closely
Daily monitoring the work closely
Daily contact with the SO JV QAlQC Inspector
-
Liaise with other contractors on ove rlapping tasks
Method Statement No:
25045-A1000-18-3GS-T-003
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In case o f any interface issue with o ther contractor on site,
Call CP 18 Interface Manager Mr.George Yousef (Ph: 5808797 ) or
Mr Fatih Ulu 5823799
2 4 2 Traffic Managem ent
Traffic man agem ent is not applicable for the application defined.
2 4 3 Permits Certificates
Vehicle Entry Pass
Defensive Drive P ermission
Permit to work
Confined space permit
Lockout tag out procedure to be applied
2 4 4 Lay down Areas
Lay down areas will be defined on real time app lication.
2 4 5 Com munication
Com mun ication on site will be provided by radios and cellular phones (if the
Cellular phone do esn't work in all areas, rad ios will be preferred).
GENERAL NOTES
The purpose of this mounting guide is to describe, step by step, the process to follow in order to
realise a Wire Mesh C able Tray installation.
All the description below refers to accessories and Cab le Trays from the manufacturer's catalogue
(appendix 6) only.
Mounting requirements
Tools: Bolt cutter, Screw driver, tubular socket wrench (06 mm , 08mm , 0 1Omm) pliers
Materials: Wire Mesh Cab le Tray and accessories such as couplers, rails and pendants.
Work Methodology
General notes
All Cab le Trays are not the same. The techn ical recommendations underlined in this document refer
to only an d do not under any circumstance represen t other similar products or imitations.
ethod
Statement No:
25045-A1000-18-3GS-T-003
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2g -
T A I F I
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Loading capacity: (see appendix 6.1)
The permissible load is indicated in the manufacturer catalogue. It corresponds to the guaranteed
load that can be supported by manufacturer. Since the load is distributed uniformly, it is expressed
in D aNlm . The standard imposes a deflection of 11100th of the span. That m ash tray, being more
demanding, has reduced this figure to 11200th. For a span of 2 metres therefore, whereas the
standard requires a deflection of 20 mm , deliberately limits it to 10 mm .
Span:
t
When an 1,5 meter span , placing the splice at 115
of the span is the best solution to reach 100% of
performance.
Cutting (See picture in appendix 6.2)
In order to realise a clean cutting without any protruding parts which can be harmful for the
contractors or damage cables, it's important that the edge of the bolt cutter gets close to the
transversal wire.
When the cutting is realised with this side action bolt cutter, a layer of zinc is left behind which
means it will not be susceptible to corrosion.
Joining (See pictures in appendix 6.3)
When joining the Wire Mesh Cable Tray, the using materials are EDRN and CEFAS (Fast
Assembling System). The quantity of those accessories is depending on the widths of the Cable
Tray.
o CF541100 (Wid th 100)
Only 2 ED RN are required. One on each side.
o CF541200 (Wid th 200)
Only 2 EDRN are required. One on each side.
o CF541300 (Wid th 300)
2 EDRN are required. One EDRN on each side and one CEFAS on the bottom wire.
90 bends with no radius using one Cable Tray (See pictures in appendix 6.4)
When bending the Wire Me sh Cable Tray in order to make a 90 bends with radius using one Cable
Tray, the using materials are BTRCC, CE25 and ED 275. These bends are created by using one
Wire Mesh Ca ble Tray and by cutting part of the tray. The quantity of this accessory is depending on
the widths of the Cable Tray.
o CF541100 (Width 100)
To bend the Cab le Tray, cut the longitudinal wires three times every 2 transversal wires as shown in
the picture.
o CF541200 (Wid th 200)
Method Statement No
25045-A1 000-18-3GS-T-003
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T A I S F ~
To bend the C able Tray, cut the longitudinal wires four times (except the last 2 ones on the side)
every 2 transve rsal wires as shown in the picture.
o CF541300 (Wid th 300)
To bend the Cable Tray, cut the longitudinal wires six times (except the last 2 ones on the side)
every 2 transversal wires as shown in the picture.
90 bends with radius using one Cable Tray (See pictures in appendix 6.5)
When bending the Wire Mesh Cable Tray in order to make a 90 bends with radius using one Cable
Tray, the using materials are CEFAS (Fast Assembling System). These bends are created by using
one Wire Mesh Cable Tray and by cutting part of the tray. The quantity of this accesory is
depending on the widths of the Cable Tray.
o CF541100 (Wid th 100)
To bend the C able Tray, cut the longitudinal wires twice (except the last
2
ones on the side) every 2
transversal wires as shown in the picture. 2 pieces of FASLOCK are required to join the parts of the
Wire M esh Cable Tray.
o CF541200 (Width 200)
To bend the C able Tray, cut the longitudinal wires four times (except the last 2 on es on the side)
every 2 transversal wires as shown in the picture. 4 pieces of FASLOCK are required to join the
parts of the Wire Mesh Cable Tray.
o CF541300 (Wid th 300)
To bend the C able Tray, cut the longitudinal wires six times (except the last 2 ones on the side)
every 2 transversal wires as shown in the picture. 6 pieces of FASLOCK are required to join the
parts of the Wire Mesh Cable Tray.
T junctions X junctions
(See picture in appendix 6.6)
T junctions: When creating a T-junction with Wire Mesh Cable Tray, cut the 2 longitudinal wires on
the side with a different length depending on the width of the Wire Mesh Cable Tray. The using
materials are 2 p ieces of BTRCC 6x20, 2 pieces of CE30 & 2 pieces of CE30. The quantity of those
accessories is the same w hatever the widths of the Cable Tray.
o CF541100 (Width 100)
Cut the longitudinal wires on the side on a length and attach by using BTRCC, CE25 and CE 30 as
shown in the picture.
o CF541200 (Wid th 200)
Cut the longitudinal wires on the side on a length and attach by using BTRCC , CE25 and CE30 as
shown in the picture.
o CF541300 (Width 300)
Cut the longitudinal wires on the side on a length and attach by using BTRC C, CE25 and CE30 as
shown in the picture.
X junctions:
The X -junction is pretty much the same as the T-junction. Just repea t the process on
the other side to add another Cable Tray.
Level changes (See picture in appendix 6.7 )
Method Statement No:
25045-A1000-18-3GS-T-003
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In order to change the level of a Wire Mesh Cable Tray, cut the 2 longitudinal wires on the side
every 2 transversal wires twice as shown in the picture. Then bend the Wire Mash Cable Tray to
realize the level change.
Suppor t
Bracket
CM 5OXXL FT0550 will be used for connecting conduits to cable tray.
Fas R oller (See picture in appendix 6.8)
Fas Roller will be used where
t
is necessary.
Cab le Dro p Accesso ries (See picture in appendix 6.9)
Dev100-Cab logrip will be used where it is necessary.
Hunger Support System for Cable TraylMash Tray
Instal lat ion o f Ha nger 'Threaded R od Su ppo rt
Supports: Manufacturer clevis hange rs, riser clamps, threaded C-clamps with retainers,
ceiling trapeze hange rs, wall bracket, and steel clamps.
a. Install individual and cable tray hangers and riser clamp to support cable trays.
Provide bolts, clamps, attachment and other hardware necessary for hunger
assembly and for securing hanger rods and conduits.
b. Support Parallel Run of Horizontal raceway together on trapeze or bracke t type
hanger.
c. Spare Capacity 25 will provide on support Size for future loads.
d. Install 8mm , 10mm and 12mm diameter or larger threaded rods.
e. In vertical runs, arrange support so the load produced by the weight of the raceway
and the enclosed conductor is carried entirely by the support, with no we ight load on
raceway terminals.
f. Cab le trays shall be supported with hanger threaded rod with unistrut channe l and
damp a t regular intervals not exceeding 1.5 m.
g. Support cable tray directly from the building structures by using threaded rod with
expansion anchor.
Fas tening o f Suppor t
a. Fas ten by means of wood screw or screw type nails on wood; toggle bolts on hollow
masonry and by machine screws, welded threaded studs or spring tension clamps
steel.
b. In partition of light steel construction use sheet metal screws.
ethod Statement No
25045-A1000-18-3GS-T-003
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c. Drill holes in concrete beams so holes more than 38mm deep do not cut main
reinforcing bar.
d. Drill holes in concrete so holes more than 19mm deep do not cut main reinforcing bars.
e. Find and seal holes drilled in concrete and not used.
f. Select fasteners so the load applied to any transfer does not exceed 25 percent of the
proof-test load.
g. Beam clamps will be used where it is necessary.
CABLE TRAY WARNING SIGNS
Lettering:
Black letters on yellow background with legend "WARNING NOT TO BE USED AS
WALKWAY, LADDER, OR SUPPORT FOR LADDERS OR PERSONNEL."
Labeling:
Labeling for cable tray system will be done as per in the spec 16075.
Organization, Responsibility Supervision
Supervisor
Monitoring of the work, supervision of the application, organizing the
workforce during the installation of racewa y, boxes and cabinet activities.
Foreman
:
Coordinates and controls the performed applications done according
to the instructions given by the supervisor.
Workman
:
Construct the defined work according to the given instructions.
Work Force
WORKFORCE
NUMBER OF PERSON
SUPERVISOR FOREMAN WORKER
WORKMA N CLASSIFICATION
S FETY ND HE LTH ISSUES
Method Statement No 25045-A1000-18-3GS-T-003
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3.1
Risk Assessment
Please refer to Appendix 6.8 (Risk Assessment) for the hazards and proposed control
measures.
3 2 NDIA
Environmental Safety and Health Requirements
Contractor confirms complying with the Environmental Safety and Health (ES H)
Requirements contained in Attachment 7 of Special Conditions of Contract such as
following requirements;
ES H orientation Training, ES H Pre-Task Briefings, ES H Assessments, Incident
Notification and Investigation, Emergency Response.
In addition, Contrac tor shall fully comply with the following ES H requirements:
-
Safety Field
Manual-25045-M-2HP-G01-009
-
Health F ield Manual -25045-M-2HP-G01-020
Environme ntal Clearance for NDlA
- Construction Environmental Control Plan - SOJV CECP-25045-A1000-18-4CP-U-001
-SOJV -Safety Plan 25045-A1000-18-2HP-X-001
Upon the failure of contractor to com ply with any of the requirements set forth in these
documents, Engineer shall have the authority to stop any operations of contractor
affected by s uch failure urltil the condition is remedied acceptable to the engineer
3.3
Protective Safety Equipment
All workers engaged in the job site shall wear mandatory P.P.E in accordance to the
NDlA ESH requirements as follows;
Safety Helmet
Safety Shoes Boots
Safety Glasses
High Visibility Luminous Vest
Also there will be add itional special PPE to be used in case of necessary as follow;
Goggle
Dust mask
Glove
Face Shield
Additional safety protective equipment shall be issued when an d as required. For
equipmen ts, barricades should be used.
ethod Statement
No 25045-A1 000-18-3GS-T-003
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T VENTURE
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3 4 Contractual Requirem ents
SOJV ES H
P L A N
GC-19 watch in^ and L i~ht ing :
The Contractor shall in connection with the works provide and maintain at his own cost
all lights, guards fencing and watching when and where necessary or required by the
Engineer or by any duly constituted authority for the protection of the works or for the
safety and convenience of the public or others.
GC -31 Coo peration with other Contractors:
GC 31.1: There may be other contractors, and agents or employees of the Employer
working a t or adjacent to the site during the performance of the works by the Contractor.
The contractor shall, at the Engine er s instructions and orders, allow those other
contractors who might be working for the Employer the opportunity to enable them to
execu te their work. The contractor shall allow the same oppo rtunity to the wo rkers of the
said co ntractors and to the employer s workers and the government workers who might
be employed at the site or adjace nt to it, to execu te any work not included in this contract
or to execute any contract which might be performed by the employer and which is
related to the works of this contract, annexed to, or complem entary to the wo rks.
SC-11 Site Work Rules
1. The jobsite normal working hours are 7:00 am to 6:00 pm Sunday thru Thursday. The
Contractor shall obtain approval from the engineer prior to conducting site activities
outside normal working ho urs.
2 Con tractor shall keep an u p to the minute record of its employees working on site.
3. Contractor shall keep a record of all employees leaving the site at other than normal
quitting or shift change time.
4
Con tractor shall take d isciplinary action, including discharge, against its employees for
violations including but not limited to;
a. Refusing to work as directed
b. Excessive or chronic absenteeism
c. Consumption, possession of or b e i ~ gnder the influence of drugs or alcohol
on the site.
d. Freighting, discrimination and horseplay on site
e.
Disrega rd for E nvironm ental, Hea lth, Safety rules
Method Statement No:
25045-A1 000-1 8-3GS-T-003
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@g -
T A I S
F
~~~
f.
Theft of Emp loyer s, Engineer s or other Con tractor s property
g. Gambling on site
h.
Possession of deadly weapon(s) on site
I
Dam age, misuselor unauthorized use of permanent plant or facilities
j.
Unauthorized entry to site o r site facilities
5. Contracto r shall comply with all requirem ents of the contractors approved
Environm ental, Safety and H ealth Programs.
6. Contractor shall provide and require all its employees to wear approved heard hats,
safety eye protection and safety working shoes and high visibility vests in any site
area designated as a Hard Required Area.
7
Contractor shall provide and require visitors to wear hard hats, safety work boots,
high visibility vest and safety eye protection in any site area designated as a hard Hat
Required Area.
8. Contractors safety representative on site shall wear green colored hard hats. The
Con tractors supervisors on site sh all wear yellow colored ha rd hats.
9.
Contractors employees shall be subject to Contractor inspection of all vehicles, tool
boxes, carry boxes etc. at the site.
10. lblinors (anyone under 18 years of age) will not be permitted on site.
11. No private vehicles will be used on site, outside of designated compounds. Only
Con tractors vehicles bearing Con tractors logo may be used on Site.
12.
Delivery Vehicles
a. All Co ntractors shall ensure that all delivery vehicles entering the site h ave some
form of paperwork, such as a delivery note collection noteloff hire note or NDlA
order, stating the purpose of the visit. It is in the interest of the Project and or
services, a correct order number, name and or location is given at the time of
ordering to ensure correct delivery of those goods, materials
etc.,and all likely
losses are minim ised or traced.
b. All delivery vehicle drivers must have the following Personal Protective
Equipm ent available for use if his delivery task requires him to work outside:
Safety Helmet
H i Vis ibi l ity Vest
Safety Boo t
Safety Glasses
Method Statement No
25045-A1 000-1 8-3GS-T-003
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c. Compliance with the above delivery requirements is the sole responsibility of the
Contractor. Failure to e nsure corr~pliancewill result in stoppage of offload ing.
3 5 Information to Personnel
STARRT briefina will be conducted by supervisors to all team members prior to any
activity on site. Application will be given on site for each shift /location. Supervisors will
post STARR T card adjacent to the activity location. MSDS information of the Ductile iron
epoxy repair for cement lining and adhesive lubricant used for piping system will be
transferred.
3 6 Emergency Procedures
In the event of an em ergency, such as earthquake, all workers shall be evacua ted and
assembled at the assigned area.
In the event of an emergency, Contractor shall follow the Emergency Procedure as
instructed by OBI (Ref: 25045-M-TSV-MAHT-18-0047dated on 20 April 2006);
SOJV 25045-A1000-18-2HP-X-002
1. Dial 999 and giving the location as NDlA Bechtel Construction Site Ras Abu
Aboud Road
2. Dial 556 5947 NDlA Em ergency Response Number
3.
Dial 581 8965 Project Security to bring the emergency services to the incident
location.
All the numbers should be called only in case of emergency
In case of emergency our contact persons name and their phone number are as
follows; C P18 Interface Manager M r.George Yousef (Ph: 5808797) and
Mr Fatih U lu 5823799
Permit requirements
All workers shall be inducted and issued with S ite Identification Badge p rior to
comm encement of work.
Wherever applicable, the following pa sseslpermits shall be applied.
Vehicle Entry Pass
Defensive Drive Perm ission
Permit to work
Confined Space Entry Permit (If needed)
ethod Statement No 25045 A1000 18 3GS T 003
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' Q & q ;
U C ? [ ~~ t 3 ~ t : a :- j i i ~ I 4it;::>
4
ENVIROMENTAL ISSU S
4 1 Environm ental Impact Assessment
In case of spilling of diese l or lubricants, necessary spill kits will be on site.
4 2
NDIA
E S
H Contractor Requirem ents
Exhibit
B
Attachment
7
Section IV- General Environmental Management
Reauirements,
13.4: Contracto r shall comply w ith all ac cess restrictions, including prohibitions on access
to certain areas on or adjacent to the
jobsite and require its personnel and those of
its suppliers and subcontractors of any tier comply with all signage and designa tions
related to such restricted areas. R estricted areas m ay include, but are not limited to:
i. designated we tlands;
ii. Environm ent mitigation study areas;
iii. cultural historical archaeologicalsites;
iv. designa ted fish, wildlife, or vegetative habitat
13.5: Contractor shall immediately stop work in any area where cultural resources or
artefacts with archaeological or historical value are discovered, and immediately
notify Employer. No artefacts, items, or m aterials shall be disturbed or taken from the
area of discovery. Neither contractor nor any of its suppliers and subcontractors of
any tier sha ll have property rights to such a rtefacts, items, or mate rials, which shall
be secured and guarded until turned over to E mployer or the approp riate authorities.
Contractor shall also require that its personnel and those of its suppliers and
subcontractors of any tier comply with this provision and respect all historic and
archaeo logical sites in the area.
13.6: Contractor shall immediately stop works in any area where contaminated soil
indicators such as odor or appearance), unknown containers, piping, underground
storage tanks, or similar structures are discovered, or any other m aterials which a re
reasonably suspected to be toxic or hazardous. Contractor shall then immediately
notify employer and the stop work area shall be confirmed by em ployer. Activities in
the stop work area shall only resum e upon E mployers written app roval.
13.7: Contractor shall maintain the cleanliness of all roadw ays when transporting fill or
spoil. Contractor shall provide approp riate facilities to ensu re prom pt clean up of
mud, dirt and other debris.
Method Statement No:
25045-A1000-1 8-3GS-T-003
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4 3 Contractual Requirements
SC-10 Deal ing with Hazards and H azardous Mater ials :
The em ployer will be responsible through a specialized contractor for the treatmen t,
removal or disposal of any hazardous waste or substances discovered of the works,
provided contractor shall notify Employer and Engineer as soon as p racticable following
discovery.
4 4 Emergency Procedures
In case of any sp illing, spill prevention programm e shall be applied. House Keeping on
base of fire p revention shall be applied.
5
QUALITY ASSURANCE
5 1 Contractual Requirements
SOJV s QA Pla n shall be followed. Doc. No: 25045-A1000-18-GQA-001)
GC 17:
The contractor shall be responsible for the true and proper setting out of the
works in relation to original points. If at any time during the progress of the Works any
error shall appear or arise in the position level dimensions or alignment of any part of the
Works the Contractor on beirlg required so to do by the Eng ineer shall at his own
expense rectify such error to the satisfaction of the Engineer unless such error is based
on incorrect data supplied in writing by the En gineer.
5 2
Critical Works
NIA
5 3 Inspection Testing
ITP for Cab le TraysIMash Trays Installation will be provided
5 4
Follow up Evaluation
Daily site inspection will be carried out to ensure that work has been executed as per
approved drawings. Upon completion of installations, conduct Inspection and testing as
per ITP requirements.
Method Statement No: 25045-A1 000-1 8-3GS -T-003
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T A 1 5 6 Earn=
6
APPENDIX: Manu facturer s Catalogue (6.1-6.9)
6.10 Risk A ssessment
6.1 1 Load Calculations
Method Statement No: 25045 A1000 18 3GS T 003
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T
V NTUR
mmm
CONFIRMA TION OF INSTRUCTIONS TO OPERATIVES
anyter uniga
r S I ~ I I Z - Z
O~XKlupervisor Any sibn ificant change from this method
statement requires it to be revised and resubmitted to OBI before work can
commence.
Method Statement No
25045 A1000 18 3GS T 003
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ppendix6 1
lo~xlirlg
apacity char t }
ppendix 6 2 cutting)
ppendix
6 3 joining)
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ppendix 5 4 90 end
r lo
radius able Tray
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Appendix 6.5 (90 bend no radius, able Tray
T
:
ppendix
6 6
T-junction)
[
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TRCC
6 x 2 @
cE3
E
25
w
f D
Appendix 6 7 Level changes
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Appendix
6
8
Fas Roller)
Appendix 6 3 Cable Drop Accessories)
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