RENCO-KAT CONSTRUCTION&ENGINEERING

KE01-A1-000-RK-C-TT-0002-000

KEP SIS Method Statement for Wall Insulation/ CladdingJanuary 2008

Page 16 of 16

ORIGINATING COMPANY: RENCO-KATDOCUMENT NUMBER:

KE01-A1-000-RK-C-TT-0002-000

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 16

DOCUMENT TITLE:

METHOD STATEMENT FOR WALL INSULATION /CLADDINGCONTRACTORS DOCUMENT NUMBER:

C0126.01.2008Issued for ConstructionAHDA.DhakanD.Belpassi

P0209.01.2008Issued for ReviewAHDA.DhakanD.Belpassi

P0105.12.2007Issued for ReviewMIFRFMRFM

REVDATEREASON FOR ISSUEPREPAREDCHECKEDAPPROVEDCOMPANY

REVISION DESCRIPTION SHEETRev.Para.Revision Description

P01-Issued for Review

P02-Issued for Review

C01-Issued for Construction

Hold No.Para.Description of Hold

P01Page 5&6Review Roles & Responsibilities, HSE point

P01Page 7& 8Chemical& Physical features are not required

P01Page 8 Modify as mentioned

P01Page 9 & 10Modify work sequence as mentioned

P01Page 14Add point Working at Height in Risk Assessment

AGIPKCO

KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM

RENCO-KAT METHOD STATEMENT FOR WALL INSULATION (CLADDING)KE01-A1-000-RK-C-TT-0002-000 rev C01January 2008LIST OF CONTENTS

51.0PURPOSE

52.0SCOPE

53.0REFERENCES

54.0DEFINITIONS AND ABBREVIATIONS

55.0ROLES AND RESPONSIBILITIES

66.0HSE

77.0MATERIAL AND HANDELLING

77.1Material

77.2Material Handling

88.0WORK SEQUENCE

88.1General

88.2Roof panel fixing

88.3Wall panel fixing

99.0ATTACHMENTS

PURPOSE

The purpose of this Method Statement is to illustrate how insulation works to be carried out with safe implementation.1.0 SCOPE

The Method Statement defines the methodology of all kind of Insulation (cladding) Works related to wall in Satellite Instrument Building.

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 Insulation Works conform to the specified requirements.

2.0 REFERENCESKE01.A0.650.KD.C.SP.0010.000Architectural Specification for Building Materials and Finishes

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

3.0 DEFINITIONS AND ABBREVIATIONS

All the definitions are given KE01.A0.650.KD.C.SP.0010.000- Architectural Specification for Building Materials and Finishes4.0 ROLES AND RESPONSIBILITIESProject Manager: Has ultimate responsibility of compliance with project specification and procedures and the work is being executed in a safe manner.

QA/QC Manager: Responsible for controlling that the executed activities are complying with the quality requirements given in the references. HSE Manager: Shall be responsible to ensure that all the crews use appropriate H&S requirements, work area is safe and tidy. And he ensures that Project safety Procedures are being implemented. Site Engineer: Shall ensure construction is carried out in accordance with the approved Contract Specifications, Standards & AFC Drawings. And he ensures that tests and inspections are being carried out properly. He will ensure about the work permit taken for carrying out the activity.Site QA/QC Coordinator: Shall coordinate with AGIP KCO representatives to witness inspection point by issuing the official Request of Inspection document. Review all relevant documentation & test reports and clearing of all Non Conformance Reports. Coordinate with other Discipline Quality Control Engineers for ensuring that all other discipline activities needed to be inspected, within the construction program, have been inspected and cleared. Ensure that the relevant Inspection & Test Plan is properly implemented and related QC records prepared and accepted as applicable. Organizing and allocating Inspection works for the Quality Control Inspectors. Liaise with the R.o.K Certification Engineer in preparing all the local acts and certificates as required.

Site QC Inspector: Shall perform first line inspections and follow it with developing and implementing Inspection Requests in accordance with Construction priorities. Accompany Agip KCO Inspectors to carry out routine Inspections when requested.

Civil Works Manager: Shall plan the work schedule and coordinate with project manager for the methodology and resources required to conduct the work.

Civil Works Supervisor: Shall be in charge of crews, equipments and material to conduct the work. He is responsible for raising RFIs upon completion of work.

Foreman: He is directly in charge of the crew, equipments and material is being used to conduct the work.

5.0 HSE All work shall be carried out in accordance with RoK, project specifications and approved safety regulations & policies. Work permit shall be taken for carrying out the erection work. Method statement shall be explained to all personnel. All personnel shall undergo applicable safety training and wear appropriate PPE. Toolbox talks shall be conducted prior to shift start or prior to starting an activity. Work will be monitored by site supervisor to ensure that safety measures have been taken. All machinery and their operators should be certified. Scaffold must be erected by qualified people and inspected by competent persons.

Scaffolds must be designed and constructed to support the weight of personnel and materials.6.0 MATERIAL AND HANDELLING6.1 Material

Structure and application:

The insulating panels are monolithic sandwich self supporting panels compound of two material sheets that are joined by one exclusive insulating layer of fillet of mineral wool by disposed fibre and zigzag joints.

Dimension of delivered panels:

Sandwich panel type Zeroclass RMP 120DD - 120 mm panel according to DIN4102 high density and insulating layer of bio-soluble rock wool fibreboard in stretched bond pattern. Outer metal sheet 6/10 mm thk five-39mm high fret pattern sheet with steel frame S250, Z225, coated with a paint PVDF nominally 25 micron thick RAL 1014. Inner metal sheet 6/10 mm thk with steel frame S250, Z225, coated with a paint PVDF nominally 25 micron thick RAL 9003.6.2 Material Handling

Stocking on the site:The packs shall be placed on the plain and rigid surface, raised by means of wood squared timber or polystyrene spacers, at maximum distance of 1 m. The packs shall be disposed in the way to make down flow the water in case of temporary storing in the open air or building site preparation. If is not provide their utilization in a short term, than the packs shall be covered with protection tarpaulins. In this case, besides the waterproof shall be provide ventilation to avoid the condensate stagnation.

Lifting and handling on the building site:

The packs shall be always slinged in two points. The lifting shall be realized by straps of synthetic fibres (nylon or polyester of high toughness), 200 mm wide. The hold-down beam will be laid from below and above the pack, that consist of wood squared timber or polystyrene spacers, in order to avoid direct contact between straps and pack.The manual handling of each panel will be executed by at least two persons. For the panels with defined dimensions (more than 4m for 80-100 mm thk panels), handling shall be executed by means of spreader. The panel is anchored to mechanical handling parts by means of hanging conveyer with two or more pincers, joined with above mentioned using the ropes on the panels rib or hanging conveyer equipped with suction cup. (Refer to the attached sketch)7.0 WORK SEQUENCE

8.1General The material shall be stacked properly at the site on wooden logs on flat ground. To ensure that proper equipments are brought to the site for panel lifting.

To verify that labour force is equipped of safety shoes, safety belts, gloves and the site is fitted out with necessary equipment suitable for the job security according to safety rules.

The area shall be barricaded while panel lifting operation is in progress.

8.2Roof panel fixing

Following sequence will be followed:1. To ensure that the steel structure erection work is completed and the structure is released for cladding work.

2. Proper lifting shall be done for lifting of roof sheets.

3. Separation tape shall be provided on the purlin to avoid direct contact between purlin and sheet.

4. The panel laying shall be started from eaves and will proceed towards ridge as specified in the AFC drawings.5. The holes shall be drilled with drilling machine.

6. Proper overlapping of sheets shall be ensured.8.3Wall panel fixing

Following sequence will be followed:

1. The steel frame will be erected along the wall. Secure approved RFI copy for structure release prior to cladding/insulation work.

2. To lift the panel for fixing on height, the spreader will be used to hold the panel in position to fix with the frame.

3. Protection film removal from the panels as indicated.

4. Base metal sheet laying at the wall base, as well as the metal sheets cells shall be necessarily assembled before the wall-drips, covering joints, connecting angles etc. The panels shall obtain correct junction and plumb verification shall be done.5. Normal wall panels fixing provide utilization of galvanized steel self tapping screws of 6.3 mm dia with hexagonal head and incorporated PVC spacing washer for water tightness, dia 19 mm.6. Indicated fixing distance from the free edge (80 mm ) is optimal, to ensure the fixing effectiveness and panel integrity to edges. The screws will be inserted obliquely to panel. The fixing to be executed by skilled workers using a screw driver with screw stopper to avoid breaking or basins and breaches on the panels.

7. General control and panel cleaning, with special attention for fixing and joints with windows and door frames.

8. Waterproofing strip will be provided in the panel junction (detail attached in the sketch)

8.0 ATTACHMENTS

1. Request for Inspection

2. Risk Assessment3. Lifting equipment and panel junction details

ATTACHMENT 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

Erection

P

A

Injury of personnel and damage of equipments. Falling from Height.22

M

Full body harness to be used while working at height. All personnel will wear PPE including safety glasses

All crew will be familiar with the content of the method of statement

Stop signs for vehicle traffic be provided

A Superintendent will supervise the work 11

M

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 assigned11

M

3.

Electric Shock

P

AElectric shock due to cable damage, equipment and switch damages22M Always temporary power lines needs to be attached to scaffolding or working platform by a certified electrician

Illumination shall be arranged and tested during day light

There shall be qualified electrician on site with quick access to location.11

M

ATTACHMENT 3Lifting equipment and panel junction details

ABSTRACT:

This document defines the Method Statement for Wall Insulation/ CLADDING for KEP SIS (Kashagan Experimental Program Satellite Instrument Station) Building Construction Project