Method statement for Plastering Work

ORIGINATING COMPANY: RENCO-KAT

DOCUMENT NUMBER:

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

PROJECT: KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM CONTRACT DESCRIPTION: SIS BUILDING CONSTRUCTION PROJECT AGIP KCO CONTRACT NO:

CONTRACTOR’S JOB NO:

2007-0757 DOCUMENT TITLE:

HOLDS

N/A

SHEET NO.

1 OF 16

CONTRACTOR’S DOCUMENT NUMBER:

METHOD STATEMENT FOR PLASTERING WORK

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

C01

07.01.2008

Issued for Construction

AHD

A.Dhakan

D.Belpassi

P01

06.12.2007

Issued for Review

MIF

RFM

RFM

REV

DATE

REASON FOR ISSUE

PREPARED

CHECKED

APPROVED

REVISION DESCRIPTION SHEET

COMPANY

RENCO-KAT CONSTRUCTION&ENGINEERING KE01-A1-000-RK-C-TT-0003-000 KEP SIS Method Statement for Plastering work January 2008 Page 2 of 15

Rev.

Para.

Revision Description

P01

-

Issued for Review

C01

-

Issued for Construction

Para.

Description of Hold

Hold No.


AGIPKCO KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM

RENCO-KAT METHOD STATEMENT FOR PLASTERING WORK KE01-A1-000-RK-C-TT-0003-000 rev C01

January 2008


LIST OF CONTENTS

1.0

PURPOSE........................................................................................................................................................................5

2.0

SCOPE.............................................................................................................................................................................5

3.0

REFERENCES................................................................................................................................................................5

4.0

DEFINITIONS AND ABBREVIATIONS.....................................................................................................................5

5.0

ROLES AND RESPONSIBILITIES.............................................................................................................................5

6.0

HSE...................................................................................................................................................................................6

7.0

MATERIAL.....................................................................................................................................................................7

7.1 7.2 7.3 7.4 7.5 8.0 9.0 9.1 9.2 9.3 9.4

MATERIAL HANDLING AND STORING.............................................................................................................................7 LIME.................................................................................................................................................................................7 SAND.................................................................................................................................................................................7 CEMENT............................................................................................................................................................................7 WATER..............................................................................................................................................................................7 MIXING...........................................................................................................................................................................7 WORK SEQUENCE......................................................................................................................................................7 GENERAL PREPARATION..................................................................................................................................................7 APPLICATION OF MORTAR...............................................................................................................................................8 CURING.............................................................................................................................................................................8 CLEANING.........................................................................................................................................................................9

10.0

QUALITY ASSURANCE AND CONTROL PROCEDURE......................................................................................9

11.0

ATTACHMENTS............................................................................................................................................................9


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

REFERENCES KE01.A0.650.KD.C.SP.0010.000 KE01.A0.000.KD.C.SP.0004.000 SNiP 3.01.01-85 GOST 12.1.003-83 SNiP RK A.3.2.5-96 GOST 28013-98

4.0

Architectural Specification for Building Materials and Finishes Specification for Construction of Concrete Building Codes and Rules for Construction Management Occupational Safety Standards Labor Safety and Safety Technique in Construction Mortars General Specifications

DEFINITIONS AND ABBREVIATIONS All the definitions are given KE01.A0.650.KD.C.SP.0010.000- Architectural Specification for Building Materials and Finishes

5.0

ROLES AND RESPONSIBILITIES Project 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 RFI’s 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: o

Scaffold must be erected by qualified people and inspected by competent persons.

o

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

Water

Clean 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.

8.0

MIXING Preparing 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.

9.0 9.1 

WORK SEQUENCE General 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.

9.2

Application of plaster The 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.

9.3

Curing During 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.

11.0ATTACHMENTS 1. Check List 2. Request for Inspection 3. Risk Assessment


ATTACHMENT 1 CHECK LIST


Item Description of Check

RENCO- AKCO REMARKS KAT

Verify use of correct materials: RK-QA-0003 01 Cement, fine aggregate, water, lime Inspect plastering work: PLASTERING WORK CHECKLIST 02Description: Surface Tag

is clean and wet before starting of work Tag No.: P.03 O. No.: Inspection Classification Area/Unit: All embedded items are provided Subcontractor: Subcontractor  Client  Turnover System: 04 Mortar battens are provided Work Package: NCC  Other  Sub – System: 05 Angle beads, Stop beads, Expansion & Construction beads are provided Ascertain workmanship: 06 Mortar mixed as per specified proportion 07 Work flatness/ straightness is within tolerance limit 08 Work is properly cured 09 Cleanliness upon completion Notes:

RENCO-KAT Name:

AGIP KCO Name:

Signature: Date:

ATTACHMENT 2 REQUEST FOR INSPECTION


REQUEST FOR INSPECTION ЗАПРОС НА ПРОВЕДЕНИЕ ИНСПЕКЦИИ Client: AGIP KCO

Contractor:

Contract No.

Заказчик: АДЖИП ККО

Подрядчик:

№ контракта.

№ ЗНИ

Location/Местонахождение:

Date:

Project: KASHAGAN DEVELOPMENT EXPERIMENTAL PROGRAM Проект: Проект разработки восточного месторождения Кашагана

Discipline:

ITP No. :

Дисциплина:

№ ППТ:

RFI No.

Дата:

Karabatan/ Карабатан

Hold Point  Witness Point 

ITP activity code: Код деятельности ППТ:

Description of inspection: Описание инспекции:

INSPECTION DATE

INSPECTION TIME

LOCATION/AREA

Ref. DOCs / DWGs

ДАТА ИНСПЕКЦИИ

ВРЕМЯ ИНСПЕКЦИИ

МЕСТОНАХОЖДЕНИЕ

Ссылка на Документы/ Чертежи

The above mentioned work activity has been final inspected and accepted. Вышеуказанная работа была проинспектирована и принята.

RENCO-KAT/ QA/QC

RENCO-KAT/ CONSTRUCTION

RENCO-KAT / OTHER

Ренко-КАТ / ОТДЕЛ КОНТРОЛЯ КАЧЕСТВА

Ренко-КАТ/ СТРОИТЕЛЬНЫЙ ОТДЕЛ

Ренко-КАТ / ДРУГИЕ

Name Имя

Name Имя

Name Имя

Date Дата

Date Дата

Date Дата

Signature Подпись



Received by AGIP KCO Получено АДЖИП ККО

AKCO / CONSTRUCTION Date & Time:

Name:

Signature:

AKCO / QA-QC Date & Time:

Name:

Signature:

RFI Acceptance & Inspection Result ACCEPTED

REJECTED A) Work is not ready at the inspection time.

See AKCO comments attached

B) Result of inspection is not acceptable. RFI shall be issued. C) See AKCO comments attached.

AKCO / QA-QC Name

Date & Time

Signature

New


ATTACHMENT 3 RISK ASSESMENT ФОРМА ОЦЕНКИ РИСКА


RENCO Risk Assessment Worksheet TASK/ACTIVITY

PROJECT/LOCATION

GENERAL HAZARD TYPE

REPORT NO

PLASTERING

KEPSIS/KARABATAN

EQUIPMENT

RA-020

RISK ASSESSMENT (NO CONTROLL) S.N

HAZARD

TARGET

UNDESIRABLE EVENTS

CONTROL MEASURES SEVE RITY

Material Handling

P A

LIKELI HOOD

RISK



Injury of personnel and damage of equipments Slips, Trips & Falls



1. 2 2.

Scaffolding use

2

M

P A Dropping tools and objects, dropping of the crew, Scaffolding collapse, overturn. Falling from Height.

 

  2

2

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 .

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

RISK ASSESSMENT (WITH CONTROLL) SEVER LIKELIH ITY OOD

1

1

1

1

OVER ALL RISK

L

L

RENCO-KAT CONSTRUCTION&ENGINEERING KE01-A1-000-RK-C-TT-0003-000 KEP SIS Method Statement for Plastering work January 2008 Page 15 of 15   3.

Electric Shock

P A



Electric shock due to cable damage, equipment and switch damages

  2

M

Scaffolding to be inspected by HSE Engineer. Full body harness to be used while working at height. 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. 1

1 L

2

4.

Exposure to rotating/moving part of equipment.

P A

Stuck with moving part of machines, Damage of machines due to improper use.

2

2

2



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.

1

1

L

Method statement for Plastering Work

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