Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
OCEANO BY LUXE
AL MARJAN ISLAND - RAS AL KHAIMAH, UAE
EMPLOYER:
THE LUXE DEVELOPLERS FZ LLC
CONSULTANT:
DEWAN ARCHITECT AND ENGINEERS
MAIN CONTRACTOR: CSCEC Middle East (L.L.C)
METHOD STATEMENT
FOR
VERTICAL ELEMENTS REINFORCEMENT WORK, FORMWORK
& CONCRETE WORKS (Columns & Walls)
(Tower A, B & Podium)
Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
REVISION RECORD
REV
1
DATE
12/06/2025
PREPARED & REVIEWED
Anika
Anilkumar
Nadeem
Ahsan
Technical
Manager
Sr.QA/QC
Engineer
Sr.QA QC
Manager
APPROVED
Veeraragavan
HSE Manager
DESCRIPTION
Paulsamy
Loganathan
Sr Project
Manager
Rev-01
Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
TABLE OF CONTENTS
1. SCOPE OF WORK, METHODOLOGY
2. CODES, STANDARDS & REFERENCES
3. PLANT & EQUIPMENT REQUIREMENTS
4. MATERIALS & TOOLS
5. WORK PROCEDURE
6. OPERATIONAL RESPONSIBILITIES
7. ATTACHMENTS
CHECKLIST
INSPECTION TEST PLAN
RISK ASSESSMENT
Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
PREFACE
OCEANO LUXE RESIDENTIAL PROJECT.
The purpose of this method statement is to establish, monitor, and control all activities during vertical
structures construction works in accordance with the requirements prescribed in the drawings and project
specifications.
CSCEC presents this method statement for review and to notify those who are involved in the construction
to attain consistency of work towards the common objectives.
This Method statement is a controlled document and only the current revision number is valid and
authorised.
All necessary parties involved in the execution of this method will be competent and authorised for their
respective roles and will be fully conversant with the contents of this document.
Signed:
SR. PROJECT MANAGER
Date: 12-06-2025
Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
1. SCOPE OF WORK, METHODOLOGY:
1.1
SCOPE & OBJECTIVE
This document details the methods and quality controls to be implemented in carrying out vertical structures
construction works within the scope of CSCEC at the Oceano Luxe Residential Project.
1.2
DEFINITIONS AND ABBREVIATIONS
DEFINITIONS
Project
Oceano by Luxe Residential
Client / Employer
The Luxe Developers FZ LLC
Lead Consultant
Dewan Architects & Engineers
Main Contractor
China State Construction Engineering
Corporation, Middle East, L.L.C.
MUST
Signifies a legal or statutory requirement
MAY
Signifies a feature which is discretionary
SHALL
Signifies a requirement made mandatory by this Method Statement
Document No. OCT-CSC-S-MST-011
Revision No.01
Date:12-June-2025
1.3 ABBREVIATIONS
QA - QUALITY ASSURANCE is the planning and organizing of a system or program to maintain a required level of
quality or reliability. This includes auditing the system’s operation and related controls to assure that they are
being executed properly and functioning as expected. Quality shall be assured by Contractor/Consultants.
QC – QUALITY CONTROL is a part of Quality Assurance, implements the latter by examining physical characteristics
and comparing them to established and acceptable Quality Documents as stated in the quality assurance program
or plan
Quality shall be controlled by Sub-Contractor in accordance with the Quality Documents.
ITP - INSPECTION & TEST PLAN means the document which contains sequence of activities in a process, highlights
the applicable Quality Documents, and inspection criticalities.
PAR - PREVENTIVE ACTION REQUEST means to eliminate the causes of a potential nonconformity or other
potentially undesirable situation
CAR - CORRECTIVE ACTION means to eliminate the causes of a detected non-conformity or other undesirable
situation.
QUALITY DOCUMENTS means drawings specification, procedure, record formats, codes and standards specified
in the documents issued by the Contractor/Company to the Subcontractor.
SITE means the place, designated by Client for further development, where the construction activities shall be
carried out by Sub-contractor.
PROCEDURE describes how a process is performed.
TPI - Third Party Inspection
2. CODES, STANDARDS & REFERENCES
TYPE
DOC REFERENCE
Project Quality Plan
Project HSE Plan
Project Specification
SPECIFICATIONS/CODES
1. Section 03 11 00 Concrete Forming
2. Section 03 20 00 Concrete Reinforcing
3. Section 03 30 00 Cast-In-Place Concrete
OCEANO-CSCEC-SD-ST-006, 008, 009, 010, 038, 041, 048, 050 etc
OCEANO-CSCEC-DT-CV-045, 85, 86 etc
Document No. OCENO-CSCEC-ST-MST-011
Revision No. 0
Date: 20-May-2025
3. PLANT & EQUIPMENT REQUIREMENTS:
1. Concrete Mixer / Ready-Mix Concrete Truck
2. Concrete Pump (Boom or Line Type)
3. Needle Vibrators
4. Rebar Cutter and Bender
5. Tower Crane / Mobile Crane
6. Formwork Systems (Steel/Timber/Aluminium)
7. Scaffolding and Access Platforms
8. Measuring Tapes and Plumb Bob
9. Spirit Levels and Squares
10. Total station
11. Dumpy level
12. Power Tools (Drill, Grinder, etc.)
13. Water Pump
14. Trowels and Masonry Tools
15. Curing Equipment (Sprayers, Hoses)
16. Ladders and Step Platforms
17. PPE and Safety Equipment (Helmets, Harness, etc.)
4. MATERIALS & TOOLS:
1. Reinforcement Steel (Rebars – various diameters)
2. Tying Wire
3. Concrete (Ready-Mix – as per design mix)
4. Formwork Release Agent
5. Curing Compound/water
6. Polythene sheet
7. Single-sided formwork panels
8. H20 timber beams
9. Steel walers
10. Plywood
11. PU Foam
12. Flange clamps
13. Tie rods, wing nuts, wedges
14. Standard support frames
15. Steel pipe braces and clamps
16. Lifting hooks
17. Concrete anchor bolts
18. Hand tools (drills, hammers, screwdrivers)
19. Plumb bob, and string lines
Document No. OCENO-CSCEC-ST-MST-011
Revision No. 0
Date: 20-May-2025
5. WORKING METHODOLOGY:
5.1 Steel Reinforcement Works
5.2 Formwork Installation
5.3 Concreting
5.4 Formwork stripping off and concrete curing
5.1 Steel Reinforcement Works
 All delivered reinforcement bars (rebars) shall be stored on timber supports at least 150 mm
above ground level and protected from windblown dust, sand, and sea salt.
 Only approved tying wire materials (GI Binding Wire – 20 Gauge, MAR-28 Rev-01) shall be used
to tie rebars together.
 Rebars shall be bent only under cold conditions. Heating of rebars for bending is strictly
prohibited.
 All threaded connections on rebars shall use isometric parallel threads. Threading shall be
performed without reducing the rebar’s cross-sectional area.
 Approved concrete and PVC spacers (MAR-31 Rev-01 and MAR-43 Rev-0) shall be used on site.
 Rebars shall be inspected and MIR approval obtained upon delivery for compliance with
approved Material Submittals.
 Gridlines, centrelines, and levels shall be verified and marked using calibrated instruments.
 Construction joint surfaces shall be roughened and cleaned to ensure proper bonding.
 Starter bars shall be cleaned of laitance, rust, oil, and other contaminants.
 Rebars shall be installed in accordance with approved shop drawings.
 Lap splices or mechanical couplers shall be used with correct and staggered lengths as
specified in approved shop drawings.
 Alignment, spacing, and levels of rebars shall be maintained as per approved shop drawings.
 Stirrups, links, and hooks shall be installed with correct size, angle, and spacing.
 All bar intersections shall be securely tied with approved wire, with ends bent inward.
 Horizontal rebars shall be tied using an alternating pattern to ensure cage rigidity.
 Concrete or plastic cover blocks of specified thickness shall be fixed to maintain concrete
cover.
 MEP works shall commence only after completion of reinforcement installation.
 Rebars displaced by MEP works shall be repositioned and re-tied as per approved drawings.
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 Structural and service openings shall be created as per approved drawings.
 Additional reinforcement shall be provided around openings as detailed in approved structural
drawings.
5.2 Formwork Installation
5.2.1 Single sided formwork system
5.2.2 Double sided formwork system
5.2.3 Column Formwork system
General Requirements for Formwork:
 All formwork panel fabrication and erection shall be carried out by technicians with a
minimum of 5 years of relevant experience.
 All formwork materials shall be new at the start of use. Reuse of materials is permitted during
the course of work, provided that the materials are thoroughly cleaned, properly
reconditioned, and recoated before each reuse, and are capable of maintaining the required
quality standards.
 Steel forms shall be used where applicable, particularly for circular columns. These forms shall
be free from irregularities, dents, and sagging.
 The erected formwork shall be watertight, preventing both the ingress of external liquids and
the egress of internal liquids.
 All plywood panels shall be 18 mm thick and coated with an approved shutter release agent
such as Monneli Disarmante W or Sepaform W (as per MAR-025 Rev-01 and MAR-37 Rev-0).
5.2.1 Single sided formwork system
 Surveyor shall mark wall layout lines, offset points, and construction joint (CJ) locations on the
base slab as per the latest approved drawings.
 Formwork panels shall be prefabricated in the yard based on approved shop drawings.
 Steel walers shall be laid horizontally at 800mm–1000mm centre-to-centre spacing.
 H20 timber beams shall be placed over the walers at 300mm centre-to-centre spacing.
 Beams and walers shall be securely connected using flange clamps.
 Plywood boards (minimum 18mm thick) shall be nailed to H20 beams using 5mm x 60mm
fireboard nails, slightly recessed.
 Plywood surface shall be cleaned and coated with de-shuttering oil.
 At least two lifting hooks shall be fixed to each panel using tie rods and wing nuts.
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 Panels shall be lifted using a tower or mobile crane and positioned at the designated location.
 Panels shall be temporarily supported with adjustable pipe supports or jacks.
 Adjacent panels shall be connected using waler connectors and wedges.
 Support frames shall be lifted and placed next to the panels.
 Support frames shall be fixed to the slab using anchor bolts at 300mm spacing.
 Anchor rods shall be connected using tie rods, steel walers, and wing nuts.
 Brackets shall be fixed to walers with clamping bolts and adjusted for vertical alignment.
 At corners, panels shall be joined using double vertical steel pipes or 100mm SHS.
 Pipe support heads shall be used to connect steel poles to vertical members.
 Diagonal braces shall be secured with clamps and anchored to the base.
 Fillers shall be installed as needed per drawings and integrated with the formwork.
 Formwork panels shall be modified at wall-column intersections as per approved drawings.
 Verticality and alignment shall be checked using plumb bobs and nylon strings.
 Final layout and alignment shall be verified by the surveyor before inspection.
 All deviations shall be within specified tolerance limits.
 Tie rods, clamps, and connections shall be tightened to prevent shifting during concrete
placement.
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5.2.2 Double sided formwork system
 Pre-installation, panel fabrication, and panel positioning shall follow the same procedures as
for single-sided formwork.
 A 200mm high concrete kicker shall be cast integrally with the base slab or foundation.
 A wooden ledger shall be fixed along the baseline to support and align the wall panels.
 Prefabricated panels shall be lifted and positioned onto the wooden base support using a
crane or lifting equipment.
 Panels shall be temporarily secured and braced with steel pipes or adjustable floor props.
 Tie rod hole locations shall be marked on both panels according to approved shop drawings.
 Horizontal holes shall be drilled at marked points for tie rod insertion.
 PVC sleeves and cones shall be installed around the rods for easy removal and D20 tie rods
shall be inserted through the drilled holes.
 Cast iron washer plates and wing nuts shall be fixed and tightened on both ends.
 Push-pull jacks shall be installed between formwork walers and the concrete base using
anchor bolts and pins.
 Jacks shall be adjusted to achieve vertical and horizontal alignment within project tolerances.
 Adjustable waler connectors shall be inserted into internal walers at corners and Steel wedges
shall be used to tighten and secure these connectors.
 Filler wood shall be placed in internal corners to close gaps and support the panel face. This
shall prevent leakage and ensure a continuous surface.
 External walers shall be connected using tie yokes and D20 tie rods as per approved drawings.
 A nylon string line shall be stretched along the panel edge to check alignment. Verticality shall
be checked with a plumb bob and spirit level.
 Any misalignment shall be corrected using push-pull jacks.
 Once installation is complete, a surveyor shall verify wall layout, verticality, and overall
dimensions.
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5.2.3 Column Formwork System
 Reinforcement works shall be fully completed, inspected, and approved before starting
column formwork installation.
 The site surveyor shall mark column locations accurately as per the latest approved shop
drawings. Reference points and axes shall be clearly marked on the concrete slab.
 Pre-fabricated and approved column formwork systems shall be used for accuracy and speed.
 All shutter panels shall be cleaned of concrete residues, oil, and debris. Unintended holes or
damages on panels shall be sealed with PU foam.
 A thin layer of approved form release agent shall be applied on the inner face of shutters and
excess wiped off.
 Double-sided tape shall be applied at concrete junctions and shutter corners to prevent grout
leakage.
 A wooden base support shall be fixed using concrete screws as per survey markings, allowing
for correct shutter placement.
 Formwork shall be temporarily stabilized with floor props or bracing pipes.
 Tie rod positions shall be marked and holes drilled in the formwork. Tie rods shall be inserted
using PVC sleeves and cones. Tie rods shall be secured with cast washer plates and wing nuts.
 Steel walers or wooden stiffeners shall be added at tie rod locations to absorb pressure and
protect formwork.
 Reinforcement cover blocks shall be checked and realigned if disturbed during installation.
 Shutter alignment shall be adjusted using push-pull props or floor props.
 Gaps at the bottom and corners shall be sealed with PU foam to prevent leakage.
 A plumb bob shall be used to check verticality, with final adjustments made using push-pull
jacks.
 The number and spacing of props shall follow approved drawings for stability during pouring.
 The surveyor shall verify column position, alignment with grid lines, verticality, and
dimensions.

All tie rod connections and joints shall be checked for tightness and support.
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5.3 Concreting
 All required approvals, including WIRs and MEP clearances, shall be obtained before ordering
concrete.
 Safe access to the work area shall be ensured by installing scaffolding or working platforms.
 All tools and equipment shall be available and checked for good working conditions.
 A formwork crew shall be present during casting to monitor alignment, tightness, and bracing
of formwork.
 Concrete shall be ordered as per the approved mix design and must meet the required slump
and temperature (not exceeding +32°C).
 Upon concrete delivery, a slump test and temperature check shall be conducted. Noncompliant batches shall be rejected.
 Concrete samples shall be taken as per project specifications for cube testing and durability
checks.
 Concrete shall be placed using a mobile pump or crane-lifted buckets, depending on site
conditions.
 Free fall of concrete shall not exceed 1.5 meters. A tremie hose or chute shall be used to
reduce fall height when needed.
 For walls, concrete shall be poured in layers not exceeding 300mm height. Each layer shall be
placed before the previous one sets.
 Concrete shall be compacted using needle vibrators inserted vertically and withdrawn slowly
to remove air voids.
 Vibrator heads shall not touch reinforcement or tie rods to prevent damage or displacement.
 Each layer shall blend with the previous one by inserting the vibrator slightly into the lower
layer to avoid cold joints.
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 Concrete surface shall be levelled to the approved final level using appropriate tools.
 Verticality shall be checked with a plumb bob or spirit level after pouring. Corrections shall be
made while concrete is still plastic.
 Over-poured concrete shall be trimmed before initial set to maintain level and achieve uniform
finish.
 Reinforcement top cover shall be verified post-pour. Extra cover blocks shall be added if
required.
 Spilled concrete on formwork supports or scaffolding shall be cleaned immediately without
affecting alignment.
 Starter bars for future pours shall be cleaned with wet cloth or wire brush after casting to
remove laitance.
 After initial setting, curing shall begin by moistening the surface and covering it with polythene
sheets.
 The curing cover shall be secured to protect the concrete from wind, sunlight, and
contamination.
5.3.1 Hot Weather Concreting Measures
 Ambient and concrete temperatures shall be monitored continuously before and during
concreting operations.
 Concrete temperature at the time of placement shall not exceed 32°C.Any concrete exceeding
the allowable temperature limit shall be rejected.
 Concrete pours shall be scheduled during cooler parts of the day, such as early morning or
night (night pour). Delivery schedules shall be planned to ensure timely and continuous
placement.
 Cement and chemical admixtures shall be stored in shaded and ventilated areas to prevent
overheating.
 Aggregates shall be stored under shade, and if required, shall be sprinkled with water to
reduce temperature.
 Mixing water shall be cooled using chilled water or ice to maintain the target concrete
temperature. No water shall be added at site to improve workability; only approved
admixtures shall be used.
 Retarding admixtures shall be used to delay setting time and control heat of hydration. Waterreducing or plasticizing admixtures shall be used to maintain workability without adding water.
 Formwork and reinforcement shall be pre-wetted with water spray before placing concrete to
reduce thermal absorption.
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 Sufficient manpower and equipment shall be ensured on-site for fast placement and finishing.
 Curing shall start immediately after finishing using water spray, or curing compound.
 All curing materials (water, polythene sheet) shall be available at site before concrete
placement begins.
5.4 Formwork Stripping Off and Concrete Curing
 After the completion of concrete pouring and upon achieving the initial set, the formwork for
vertical elements such as walls and columns shall be removed not earlier than 24 hours as per
the project specification.
 The formwork system shall be dismantled systematically. Begin by loosening the tie rods.
Remove the wing nuts and cast washer plates carefully and stack them in designated storage
boxes to prevent loss or damage.
 Prior to removing wall panels, connect the crane hooks securely to the lifting hooks provided
on the panels. This must be done before any supports are fully released to prevent panel
instability.
 Slightly loosen the push-pull props (support struts), and gently disconnect them from the
formwork without applying force that might shift or disturb the alignment of adjacent panels
or the concrete element.
 Panels shall be allowed to hang vertically on the crane lifting hooks without complete
detachment from all supports until full control is achieved, ensuring no abrupt movements
that might impact adjacent formwork or concrete surfaces.
 Panels must be lifted vertically and slowly to avoid swaying or swinging. Lifting operations shall
be executed carefully so as not to contact any part of the newly cast structure or other
structural elements.
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 Once lifted to a safe height, the formwork panels shall be moved horizontally by crane to the
pre-designated stacking area and lowered gently onto a level, secure base.
 Throughout the removal process, care must be taken not to impact or vibrate the newly cast
concrete. Particular attention shall be paid when handling large panels to avoid surface
damage or misalignment of neighbouring elements.
 All removed shutters and formwork panels shall be cleaned of residual concrete, oil, or debris
immediately after removal. Panels shall then be stacked and stored in an organized and
designated storage area for reuse.
 All the standard frame support, floor props, push-pull props, and bracings shall be removed
and stacked in the designated location for reuse.
 Following the removal of formwork, ensure that the concrete surfaces are free from dust,
loose particles, laitance, and excess moisture before the curing compound/water curing is
applied.
 If water curing is selected due to site conditions, the concrete surface shall be kept
continuously wet for 7 days, and the element shall be covered with a polythene sheet for 14
days in accordance with the project specifications.
 The approved curing compound (Cemcure WB MAR-23 Rev-02) shall be taken directly from the
manufacturer’s sealed drum. Prior to use, the compound must be thoroughly stirred or
agitated to ensure homogeneity and effectiveness during application.
 The curing compound shall be applied uniformly over the entire exposed surface of the
concrete (walls and columns) using sprayer, brush, or roller.
 Ensure full coverage without leaving gaps or streaks and entirely cover the surface.
 As per the manufacturer’s specifications and prevailing environmental conditions, the curing
compound is expected to dry within 30 to 40 minutes. During this drying period, the surface
shall not be touched, watered, or disturbed, and access to the area shall be restricted to
prevent damage to the curing film.
 Post-application, a visual inspection shall be conducted to confirm complete and uniform
coverage. Areas with missed or inadequate coverage shall be re-applied immediately.
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6.0 RESPONSIBILITIES:
Construction Manager








Implement and maintain a successful completion of the work.
Communicate this Method Statement to his subordinates.
Provide his subordinates with the information they need to carry out their responsibilities.
Enforce the application of this document once it is approved.
Ensure to follow HSE requirements & Safe works
Ensure the Health and Safety of the personnel on the site.
Ensure that the requirements of the Project Specifications and relevant ITP is followed and
implemented during construction
Ensure requirements of tower crane installation is followed and implemented during construction.
HSE Manager






Ensure Site Specific Safety Plan is implemented and followed for each activity.
Monitor in the implementation of this method statement.
Provide required training.
Regularly pay site visits to ensure that safety is being exercised at site as per requirement.
Advise the Construction Manager and Engineers for any infraction for safety procedures.
Verify field activities are following the MSRA and any new risks not previously identified are addressed
and reflected in a revised/new MSRA.
QAQC Manager

Supervise of Quality Control activities involving all materials; undertake the more complex inspection
and resolve technical and client issues on Quality Engineering.
 Assign QC Engineers and their monitoring all Site Inspection activities.
 Interpret codes, standards and project specifications to ensure contract requirements are met.
 Liaise with internal and external concerned parties to co-ordinate presence at inspections.
 Shall conduct inspections as per the Method Statement & ensure that all procedures in the Method
Statement are implemented.
 Review and make recommendations for the continuing development and improvement of
Inspection Test Plans and Quality Control Procedures / Method Statements specifically in relation to
workmanship activities.
 Supervise of Quality Control activities involving all materials of project.
Site Manager/ Project Engineer
 Ensure that this Method Statement is being implemented correctly at site.
 Ensure that sufficient resources are allocated to enable full compliance with this document.
 Ensure that all construction works are being carried out as per project specs. ITPs and approved
drawings & approved MS.
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 Ensure the quality of work is as per approved standards, ITPs and QCPs.
 Ensure that the required Work Inspection Requests are issued to QC Department and coordinate with
them for the necessary inspection to be carried out by the Engineer.
 Monitor the work and be in charge of the overall construction of site activities.
 Monitor the progress and induce corrective and remedial provisions whenever required.
 Ensure the proper implementation of contractor / subcontractor quality systems at site.
 Recommend stop work order if required.
 Ensure a safe practice of subcontractors at all times.
 Identify new risks and ensure they are controlled and a revised MSRA is issued to document the risks
and control measures.
Site Engineer
 Assist the section engineer in carrying out his responsibilities.
 Coordinate the work with the General Foreman.
 Directly monitor the construction activities at site.
 Implement the relevant ITP
 Ensure that the quality of the works meets the requirements of the Project Specifications, ITPs and
PQP
 Ensure that working areas are properly covered with work permits.
 Report on the spot of any non-conformance to the section engineer.
 Provide all necessary tools, equipment, and material required at site.
 Ensure that safety awareness at site is continuously maintained and tool boxes talks.
 Make sure that site personnel are adequately trained to do the job.
QC Engineer / Inspector
 Maintain all quality records properly documented.
 Conduct inspections and monitor the required tests.
 Determining and reporting any non-conformance to project consultants.
 Checking compatibility between production processes, test procedures and the applicable
documentation through review and circulation of the technical and administration document related
to the various activities.
 Ensuring that all personnel are fully aware with all the quality requirements and applications for all
quality documents as relevant to their discipline.
 Ensuring appropriate supervision for all work activities enabling quality related operations to be
effectively covered.
 Coordinate with the Independent Laboratory representative so that all tests are carried out as
required by the specifications and records as per the Contractors Quality Control Plan.
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Safety Officer
 Ensure that toolbox talks & dab are conducted as per site HSE plan.
 Assist in the implementation of this Method Statement.
 Provide the required training for the site personnel involved.
 Monitor and advice to site supervisors all requirement for tools to maintain a safe working
environment.
 Monitor the compliance with procedures with respect to equipment’s and related certification and
permits.
 Stop all unsafe work activities.
Site Forman
 Directly supervise and monitor all construction activities at site.
 Directly coordinate with Section Engineer.
 Ensure availability of all required tools to maintain a safe working environment.
 Make sure that the manpower under his supervision are adequately trained and are qualified to carry
out the work.
 Insure a safe working environment for the work force.
 Provide the site workers with the required PPE for the job.
 Provide the necessary the material, equipment, and machinery for the job.
Site Surveyor
 Execution of daily survey field tasks according to the procedures of the Survey Dept.
 Setting out and as built of tasks provided by Senior Survey Engineer.
 Keeping the survey instruments and accessories in a good condition.
 Preparation of survey sketches and handing over of data.
 Handing over of set-out points or lines to responsible site engineer.
 Control of subcontractor Surveyors daily work and data.
7.0 ATTACHMENTS
A - Checklist
B - Inspection & Test Plan (ITP)
C - Risk Assessment