RENCO-KAT CONSTRUCTION&ENGINEERING
KE01-A1-000-RK-C-TT-0004-000
KEP SIS Method Statement for Steel ErectionJanuary 2008Page 15
of 15
ORIGINATING COMPANY: RENCO-KATDOCUMENT NUMBER:
KE01-A1-000-RK-C-TT-0004-000
PROJECT:
KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM
CONTRACT DESCRIPTION:
SIS BUILDING CONSTRUCTION PROJECT
AGIP KCO CONTRACT NO:
2007-0757CONTRACTORS JOB NO:
HOLDS
N/ASHEET NO.1 OF 15
DOCUMENT TITLE:
METHOD STATEMENT FOR STEEL ERECTIONCONTRACTORS DOCUMENT
NUMBER:
C0111.01.2008Issued for ConstructionAHDA.DhakanD.Belpassi
P0113.12.2007Issued for ReviewAHDA.DhakanD.Belpassi
REVDATEREASON FOR ISSUEPREPAREDCHECKEDAPPROVEDCOMPANY
REVISION DESCRIPTION SHEETRev.Para.Revision Description
P01-Issued for Review
C01-Issued for Approval
Hold No.Para.Description of Hold
AGIPKCO
KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM
RENCO-KAT METHOD STATEMENT FOR STEEL ERECTION
KE01-A1-000-RK-C-TT-0004-000 rev C01January 2008LIST OF
CONTENTS
51.0PURPOSE
52.0SCOPE
53.0REFERENCES
54.0DEFINITIONS AND ABBREVIATIONS
55.0ROLES AND RESPONSIBILITIES
66.0HSE
77.0MATERIAL
78.0WORK SEQUENCE
78.1Welding:
88.2Pre-Erection:
88.3Erection:
98.4Tightening of the bolts:
109.0QUALITY ASSURANCE AND CONTROL PROCEDURE
1010.0ATTACHMENTS
1.0 PURPOSE
The purpose of this Method Statement is to illustrate how Steel
erection is to be carried out with safe implementation.2.0
SCOPE
The Method Statement defines the methodology of all kind of
steel erection Works related to Satellite Instrument Buildings
(Oil, Gas & Sulpher).
This Method Statement also addresses the type and extent of
inspections ITP must be submitted separately to be carried out to
verify that all operations involved in the steel erection works
conform to the specified requirements.
3.0 REFERENCESKE01.A0.000.KD.C.SP.0008.000Specification for
erection of Structural Steelwork
SNiP RK 5.-04.-18-2002Metalwares, Production and acceptance of
work rules
SNiP 3.01.01-85
Building Codes and Rules for Construction Management
GOST 12.1.003-83
Occupational Safety Standards
SNiP RK A.3.2.5-96
Labor Safety and Safety Technique in Construction
KE01.A0.650.KD.C.SP.0010.000Architectural Specification for
Building Materials and Finishes
4.0 DEFINITIONS AND ABBREVIATIONS
All the definitions are given KE01.A0.650.KD.C.SP.0010.000-
Architectural Specification for Building Materials and Finishes5.0
ROLES AND RESPONSIBILITIESProject Manager : Has ultimate
responsibility of compliance of work to, relevant methodologies,
standards, specifications listed, while assuring adequate
organization resources to conduct the work.
QA/QC Manager : Responsible for controlling and directing the
activities complying with the quality requirements given in the
references. He reports to the Project Manager.
HSE Manager: Responsible for the implementation of the HSE Plan
and management system. He reports to the Project Manager.
Structural Steel Manager: shall plan the schedule of works and
inform Project Manager for the resource requirements to conduct the
work. He organizes structural steel supervisors and reports to
Project Manager.
Structural Steel Supervisor: shall be in charge of crew,
equipment and material to conduct the work at his responsibility
area. Furthermore, he will be in contact with COMPANY to rise
RFI's. He organizes efforts of foreman and reports to Structural
Steel Manager. Dimensional check shall be carry out by company
survey department joint to with contractor.
Foreman: shall be in charge of crew, equipment and material to
conduct the work. He shall be instructed by Structural Steel
Supervisor for the duration and sequence of work.
6.0 HSE All work shall be carried out in accordance to AGIP KCO
and Renco-KAT safety regulations & policies. Team coordination
shall be implemented by the work supervisor. Crane should be
transported across cleared construction site with dropped boom.
While lifting a structural steel element, swing and rotation must
be prevented with tag line. In the case of adverse weather
conditions (snowfall, fog or rain), and in poor visibility as
conditions lifting operation will be stopped. Lifting operation
shall not be carried on during electric storms. Lifting operation
shall stop when wind velocity exceeds 10 m/s or as per risk
assessment. All personnel related to work shall wear PPE. Stop
signs will be provided to warn vehicles, when required. Valid
certification of all lifting equipment will be verified prior to
operation. Certified and color coded rigging gear shall be used.
When working at height (height more that 1,5 m. from ground level),
safety belt shall be fixed to a safety life line, fixed on beams or
a rigid steel element. All heavy transport and plant to be fitted
with audible reverse alarm. Wind speed meter to be provided. Work
area to be barricaded. Rigging study/lifting plan to be approved
for non-routine and critical lifts.
When manlifts are used, no person will be allowed to exit the
manlift to get onto the structure.
All manlifts, and other plant and equipment shall not be allowed
to moved unless assisted by a landsman.7.0 MATERIALIt should be
ensured that the material is approved for use and the certificates
are available. The fabricated structure should be stored on wooden
logs above flat and solid surface free of water deposition. All
other materials shall be transported and stored before execution of
work in the manner to prevent any defect to the physical or
chemical quality of them and according the safety procedures.The
area of operation where erection is ongoing will be barricaded as
per safety rules.
All materials (steel components, bolts, nuts, washers) shall be
in accordance with the requirements of the applicable
specifications and drawing requirements with regard to type, grade
and required certification. Fasteners and small fittings shall be
stored in dry conditions. 8.0 WORK SEQUENCE8.1 Welding:
The steel structure is free issue from Company and The welding
shall be limited to piping supports and/or modifications as
required by the construction drawings or COMPANY direction. If
welding is required in such manner, it shall be performed only
after the thorough removal of the paint.
Welding in the field shall conform to the related codes and
standards as well as to the corresponding drawings. All parts to be
welded shall be clean of paint, rust and other materials that may
affect the welding.
After the completion of the welding, all slag and spatter shall
be removed from the welded area. Visual inspection shall be carried
out to ensure that weld is visually acceptable and weld profile is
adequate in accordance with approved welding procedure and
specification. NDT to be performed in accordance with WPS.
The welding shall be performed in line with the approved &
applicable welding procedures and the welders shall be qualified to
the ASME IX code and/or local regulations. 8.2 Pre-Erection:
Before erection works start, the concrete surfaces of the
foundations shall be scabbled, cleaned and checked by the Renco-KAT
QC Inspector. Surveyors shall also check the coordinates and levels
of these foundations and paint the marks on the foundations
denoting these axis and levels. These target marks shall be colored
red/white to facilitate their visibility. Structural steel may be
erected in individual pieces or in pre-assembled in transversal as
rigid sections, which have been assembled on the ground. The
dimensional (KE01-A0-000-KD-C-SP-0008-000) checks shall be carried
out on beams, columns, base plates, cross members, etc. of these
pre-assembled sections by foremen and spot checks shall be made by
the Renco-KAT QC Inspectors. Preliminary tightening of all bolts
used for the pre-assembly shall be carried out using appropriate
hand tools. The work permit shall be taken before starting of the
erection work.8.3 Erection:
All structural steel shall be erected in accordance with the AFC
(Approved for Construction) of the erection drawings.
By means that no activity shall be done before AFC issued
drawings received to site.
Anchor bolts and connection points shall be inspected for
damage.
The erection of the steelwork shall not start until the concrete
foundations and slabs have cured as specified by the relevant
specifications and obtained minimum requirement of concrete
strength at 28 days.
The methods of lifting and fixing shall be determined so that
the members are not damaged during the handling process. The
structural components shall be lifted by means of mechanical
lifting equipments. During erection, all work shall be securely
bolted, however no permanent bolting and welding shall be done
unless the correct positioning and alignment of the member has been
obtained. All completed work shall be within the required
dimensional tolerances and all materials shall be free of twists or
distortions that are likely to affect the structural integrity.
All the members shall be checked about damaged paint and if
required, touch-up paint shall be done as per specifications.
It shall be checked to ensure that the correct bolt type as
indicated by the manufacturers stamp is used and the bolt length is
correct.
Friction surfaces shall not be painted and adequate protection
shall be provided during the painting of the structural element at
the workshop or at the site before the erection.
Columns shall be positioned on the concrete foundations, with
the nuts on the fixing bolts left loose. These nuts shall be
tightened using electric operated or manual wrenches and special
care shall be taken to provide surfaces that are free from loose
mill scale, dirt, oil, burrs or any other defect which would
prevent tight sealing.
Nuts and bolts shall also be left loose for beams that are
assembled between two structural steel columns. After this fit- up,
the positioning shall be checked, and if required, adjustments
shall be made in order to obtain the required tolerances and the
nuts and bolts shall be permanently tightened.
Each part of the structure shall be aligned as soon as possible
after it has been erected. Permanent connections shall not be made
between members until sufficient sections of the structure have
been aligned, leveled, plumbed. After ensuring that members will
not be displaced during subsequent erection or alignment of the
remainder of the structure, permanent fixing will be done. Fixed
elements shall be braced to each other safely.
Tolerances for out of plumb and levels shall be as specified in
the specifications and drawings. After the alignment and bolting of
the steel structure, but before grouting, all anchor bolts and nuts
shall be tightened while the shims are checked with regard to their
tight fit. After the hardening of the grouting compound, the
anchorage shall again be checked and, if required, the nuts shall
be tightened once again. 8.4 Tightening of the bolts:
Bolts shall be tightened to bring the surfaces together using a
normal effort with a podger spanner or power wrench.
After bringing the bolt and nut to the right position by normal
hand power, Bolts and Nuts positions shall be marked with
identification marks visible showing the reference to the steel
structure. Marking will be done by non-erasable type marker.
The bolt shall be turned 2 quarters of one full rotation against
the tightened nut by a long moment arm wrench.
9.0 QUALITY ASSURANCE AND CONTROL PROCEDURE
Request for Inspection (RFI) shall be submitted to QA/QC section
prior to commencing the erection work. The Engineer in-charge in
collaboration with the QC Section shall inspect all the necessary
requirements prior to erection work, thus ensuring the readiness of
the work. Check all Applicable Documents & Specifications if
available & approved. Inspection of Tools and Equipment. Check
all materials required for the work. Check application as the work
progresses.
10.0 ATTACHMENTS
1 Request for Inspection
2 Risk AssessmentATTACHMENT 1REQUEST FOR INSPECTION
REQUEST FOR INSPECTION
Client: AGIP KCO: Contractor::Contract No. .RFI No.
Project:KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM: Location/:
Karabatan/ Date::
Discipline::ITP No. :
:Hold Point (Witness Point (ITP activity code: :
Description of inspection: :
INSPECTION DATE INSPECTION TIME LOCATION/AREARef. DOCs / DWGs
/
The above mentioned work activity has been final inspected and
accepted.
.
RENCO-KAT/ CONSTRUCTION-/ RENCO-KAT/ QA/QC- / RENCO-KAT / OTHER-
/
NameNameName
DateDateDate
SignatureSignatureSignature
Received by AGIP KCO
AKCO / CONSTRUCTION
Name:Date & Time:Signature:
AKCO / QA-QC
Name:Date & Time:Signature:
RFI Acceptance & Inspection Result
ACCEPTEDREJECTED
See AKCO comments attachedA) Work is not ready at the inspection
time.
B) Result of inspection is not acceptable. New RFI shall be
issued.
C) See AKCO comments attached.
AKCO / QA-QC
NameDate & TimeSignature
ATTACHMENT 2RISK ASSESMENT RENCO Risk Assessment Worksheet
S.NHAZARDTARGETUNDESIRABLE EVENTSRISK ASSESSMENT
(NO CONTROLL)
CONTROL MEASURESRISK ASSESSMENT(WITH CONTROLL)OVER
ALL
RISK
SEVERITYLIKELIHOODRISKSEVERITYLIKELIHOOD
1
Material Handling
P
A
Injury of personnel and damage of equipments
Slips, Trips & Falls22
M
All personnel will wear PPE including safety glasses
All crew will be familiar with the content of the method of
statement
A Superintendent will supervise the work
Proper house keeping to be maintained.11
L
2.Scaffolding use
P
ADropping tools and objects, dropping of the crew, Scaffolding
collapse, overturn22M Always follow safe work practices
Scaffolding shall be assembled by certified worked and
supervised according to the specific procedure
Toe- boards need to be used
Egress/Ingress points always need to be assigned
Scaffolding to be inspected by HSE Engineer.11
L
3.
Erection
P
ACutting hazards. Falling collapses of steel structure itself.
Falling from Height. Falling object due to high wind.22M Adequate
access and egress arrangements and suitable working plat forms at
the place of work
R/A Safety training awareness
Use of proper PPE/safety harness
Avoid lifting in high wind
11
L
ABSTRACT:
This document defines the Method Statement for Steel Erection
for KEP SIS (Kashagan Experimental Program Satellite Instrument
Station) Building (Oil, Gas & Sulphur) Construction Project
