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