RENCO-KAT CONSTRUCTION&ENGINEERING

KE01-A1-000-RK-C-TT-0003-000

KEP SIS Method Statement for Plastering workJanuary 2008

Page 11 of 16

ORIGINATING COMPANY: RENCO-KATDOCUMENT NUMBER:

KE01-A1-000-RK-C-TT-0003-000

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 PLASTERING WORKCONTRACTORS DOCUMENT NUMBER:

C0107.01.2008Issued for ConstructionAHDA.DhakanD.Belpassi

P0106.12.2007Issued for ReviewMIFRFMRFM

REVDATEREASON FOR ISSUEPREPAREDCHECKEDAPPROVEDCOMPANY

REVISION DESCRIPTION SHEETRev.Para.Revision Description

P01-Issued for Review

C01-Issued for Construction

Hold No.Para.Description of Hold

AGIPKCO

KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM

RENCO-KAT METHOD STATEMENT FOR PLASTERING WORK

KE01-A1-000-RK-C-TT-0003-000 rev C01January 2008LIST OF CONTENTS

51.0PURPOSE

52.0SCOPE

53.0REFERENCES

54.0DEFINITIONS AND ABBREVIATIONS

55.0ROLES AND RESPONSIBILITIES

66.0HSE

77.0MATERIAL

77.1Material Handling and Storing

77.2Lime

77.3Sand

77.4Cement

77.5Water

78.0MIXING

79.0WORK SEQUENCE

79.1General Preparation

89.2Application of mortar

89.3Curing

99.4Cleaning

910.0QUALITY ASSURANCE AND CONTROL PROCEDURE

911.0ATTACHMENTS

1.0 PURPOSE

The purpose of this Method Statement is to illustrate how Plastering work is to be carried out with safe implementation.2.0 SCOPE

The Method Statement defines the methodology of all kind of Plastering Works related to main works contract.

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 Plastering works conform to the specified requirements.

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

KE01.A0.000.KD.C.SP.0004.000Specification for Construction of Concrete

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

GOST 28013-98

Mortars General Specifications

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 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. Civil Works 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.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. Shall ensure that the work crew under his supervision shall work according to safety standards.Foreman: He is directly in charge of the crew, equipments and material is being used to conduct the work.

6.0 HSE All work shall be carried out in accordance with RoK, AGIP and Renco-KAT safety regulations & policies. 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. Scaffolding:

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.7.0 MATERIAL

7.1 Material Handling and Storing

All the materials will be stored inside the buildings whenever possible, when it is not suitable to store inside the buildings, the materials will be covered with polyethylene sheet to prevent from moisture and rain when stored outside.

Stacks should be stored on a flat and solid surface free of water deposition to prevent ice formation on the foil.

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.

7.2 Lime

The lime must be in compliance with specifications and have approval from client on technical characteristic and data sheet before procurement/ transport to site.7.3 Sand

The sand must have approval from client on technical characteristic/ quarry and data sheet before procurement/ transport to site.

7.4 Cement

Cement shall be approved cement type Ordinary Portland V cement Grade 400 as per GOST 22266-94 (or BS 4027) and GOST 30515-97.7.5 WaterClean water which meet technical spec. requirement must be clean and free from any chemical or organic additives.

7.6 Angle beads and stopper beads:

Approved material for angle beads and stopper beads must be obtained and used.

8.0MIXINGPreparing the mortar and mixing that shall be by mechanical concrete mixer. The ratio of cement/ lime/ sand shall be 1/1/6.

The mortar to be mixed only for consumption of the workers to prevent getting dried and hardening of unused mortar.

9.0WORK SEQUENCE9.1General Preparation Remove efflorescence, laitance, dirt and other loose material by thoroughly dry brushing.

Remove all traces of paint, grease, dirt and other materials incompatible with coating by scrubbing with water containing detergent and washing off with plenty of clean water. Allow to dry before applying coatings unless specified otherwise. Backgrounds are secure, adequately true and level to receive specified coatings.

All cuttings, chasing, fixing of concealed conduits, service outlets, fixing pads and the like and making good of the background, are completed All walls are to be provided with mortar battens spaced at max 2000 mm on center to serve as finishing guide. Angle beads, stop beads, expansion and construction beads shall be stainless steel, fixed as required.9.2Application of plasterThe total thickness of plaster shall be 20 mm as specified. This shall be carried out in two coats

a) Dash coat This coat will be applied rough and will be cured for 4 days.

b) Final coat (Total thickness 20mm) This coat will be trowelled for uniform surface before plaster set dry.

Movement/construction Joints in coatings shall coincide with movement joints in background and shall be filled with flexible intumescent mastic fill.

The variation in gap under a 2m straight edge placed anywhere on the surface shall not be more than 3mm.

9.3CuringDuring and after completion of the plaster work the open surface of walls shall be protected against

Extreme heat in summer that causes the fast evaporation of moisture in the plaster and breaks the chemical process in cement.

Extreme cold in winter that causes the freezing the plaster and stops the chemical process of cement.

Curing shall continue for 4 days.

For that, there shall be a wet Hessian sheet covers all over open surface during summer to prevent fast drying of mortar. And blowers during winter to prevent freezing the mortar before natural drying of that.

9.4 Cleaning

Any excess cement and mortar shall be removed after the working time from the area and to be disposed off properly.

Tools and equipment shall be cleaned and arranged properly after a days work

Empty containers and cement bags shall be disposed properly into the disposal area.

10.0 QUALITY ASSURANCE AND CONTROL PROCEDURE

Request for Inspection (RFI) shall be submitted to QA/QC section prior to commencing the plastering work. The Engineer in-charge in collaboration with the QC Section shall inspect all the necessary requirements prior to plastering 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.

11.0 ATTACHMENTS

1. Check List

2. Request for Inspection

3. Risk Assessment

ATTACHMENT 1CHECK LIST

RK-QA-0003

PLASTERING WORK CHECKLIST

Tag Description:Tag No.:

P. O. No.:Inspection ClassificationArea/Unit:

Subcontractor:Subcontractor(Client(Turnover System:

Work Package:NCC(Other(Sub System:

Item Description of CheckRENCO-KATAKCOREMARKS

Verify use of correct materials:

01Cement, fine aggregate, water, lime

Inspect plastering work:

02Surface is clean and wet before starting of work

03 All embedded items are provided

04Mortar battens are provided

05Angle beads, Stop beads, Expansion & Construction beads are provided

Ascertain workmanship:

06Mortar mixed as per specified proportion

07Work flatness/ straightness is within tolerance limit

08Work is properly cured

09Cleanliness upon completion

Notes:

RENCO-KATAGIP KCO

Name:

Name:

Signature:

Signature:

Date:Date:

ATTACHMENT 2REQUEST 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 3RISK ASSESMENT

RENCO Risk Assessment Worksheet

S.NHAZARDTARGETUNDESIRABLE EVENTSRISK ASSESSMENT

(NO CONTROLL)

CONTROL MEASURESRISK ASSESSMENT(WITH CONTROLL)OVERALL

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 Suprrintendent 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, overturn. Falling from Height.22M 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.

Full body harness to be used while working at height.11

L

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

L

4.

Exposure to rotating/moving part of equipment.PAStuck with moving part of machines,

Damage of machines due to improper use.222 Experienced people only to be operated the machines.

Un authorized entry to be prohibited strictly.

Proper house keeping to be maintained in the machine operating area.11L

ABSTRACT:

This document defines the Method Statement for Plastering work for KEP SIS (Kashagan Experimental Program Satellite Instrument Station) Building Construction Project