L&T Construction

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Project NEOM GREEN HYDROGEN PROJECT
Power Transmission & Distribution
Doc. No: PM210012-XXXXXXXXXXXXXX Rev No: 01 Date: XX.XX.2022 Page 1 of 13

PM210012-LTT5XXX-XXX-XXXXXX
Method Statement for FORMWORKS
Project: NEOM GREEN HYDROGEN PROJECT
NEOM GREEN HYDROGEN PROJECT
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Project NEOM GREEN HYDROGEN PROJECT – POWER NETWORK

Customer AIR PRODUCTS

Contractor LARSEN & TOUBRO

Discipline  Civil

Document Title Method Statement for ceramic tiles

Document No. PM210012-LTTXXX-XXX-XXXXX

Revision No. Rev. XX

Prepared by Reviewed by Approved by

<<NAME>> <<NAME>> <<NAME>>

<<Designation>> <<Designation>> <<Designation>>

Date: DD.MM.YYYY Date: DD.MM.YYYY Date: DD.MM.YYYY

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Revision History
Purpose of
Rev. Description of Changes Date
Issue
00 XXXXXXXX IFA DD.MM.YYYY
01 XXXXXXXX IFA DD.MM.YYYY
02 XXXXXXXX IFA DD.MM.YYYY

Status Codes:
IFR: Issued for Review
IFA: Issued for Approval
IFC: Issued for Construction

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CONTENTS

1. PURPOSE.......................................................................................................................................................................
2. SCOPE............................................................................................................................................................................
3. REFERENCES..................................................................................................................................................................
4. ACRONYMS & DEFINITIONS.........................................................................................................................................
5. ROLES & RESPONSIBILITIES..........................................................................................................................................
6. PLANT, EQUIPMENT, TOOLS & TACKLES......................................................................................................................
7. MATERIALS...................................................................................................................................................................
8. WORKFORCE.................................................................................................................................................................
9. WORK METHODOLOGY................................................................................................................................................
10. APPENDICES..............................................................................................................................................................
APPENDIX – A............................................................................................................................................................
APPENDIX – B............................................................................................................................................................
APPENDIX – C............................................................................................................................................................

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1. PURPOSE
To ensure the formworks has been done and inspected according to the NEOM / AP
requirements, project drawings specifications, and safety compliance, to protect the people
and to prevent damages and completion of work on time.

2. SCOPE
 Site preparation.
 Formworks.

3. REFERENCES
 HSE Management Plan.
 Project Technical Specifications.
 ASTM A-185
 Applicable local regulation.

4. ACRONYMS & DEFINITIONS

 MOS – Method of Statement
 ASTM – American Society for Testing and Materials.
 EHS – Environmental Health.
 IFC – Issued For Construction
 PPE - Personal Protective Equipment
 ATM - Approved To Mobilize
 JSA - Job Safety Analysis
 OSHA- Occupational safety and health administration.

5. ROLES & RESPONSIBILITIES

Below mentioned personnel with the responsibilities entrusted to them shall be responsible for
carrying out below mentioned works. In addition to their roles and responsibilities disseminated
in the Project Quality & EHS Plans and the following specific activity functions shall be carried
out:

1.
2.

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3.
4.
5.
5.1. Project Manager
 Provide the team with appropriate resources to ensure that works are done in accordance
with the project Quality and EHS requirements and shall be responsible for the approval
of method statement and overall project management.

5.2. Construction Manager

 Reporting to the Project Manager and assisted by construction team as indicated in the
project organization chart.
 Ensure that method statement is prepared, established & control measures taken before
starting the work and guiding the team for implementation.
 Ensure latest approved drawings are available at site prior to start work.
 Follow-up & coordinate with design engineering team for preparation of drawing
Layout.
 Conduct training and awareness program for all personnel deployed for the activity.
 Obtain necessary approval as per contract requirement.

5.3. Site Engineer

 Directly reporting to the Construction Manager.
 Prepare method statement, take approval, and implement.
 Execute works according to latest method statement, drawing Layout, and contract
specifications.
 Orient/train the team to implement the method statements effectively.
 Maintain related records.
 Coordinate with Surveyor for survey works.
 Identify and adopt best practices.
 Co-ordinate with Quality in charge for scheduling inspection & approval as per ITP.
 Make all necessary arrangements for inspection of work as per ITP.

5.4. Civil Foreman

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 Directly reporting to the Site Engineer.

 Responsible on his own discipline for direct execution of works according to the plan.
 Directly control and instruct the working personnel.
 Ensure that works are performed with proper tool, equipment, and PPE’s.
 Ensure regular housekeeping of the entire work area.

5.5. Surveyor
 Study drawing and establish control points as per plot plan / approved drawing.
 Acquire information from reference stations & datum level provided by client; establish
new control points at site & cross verify with reference station/s and datum level.
 Conduct survey, prepare survey report, and maintain records.
 Provide route markings and obtain approvals.
 Ensure calibration of survey equipment and its maintenance.

5.6. QA/QC In-Charge and Engineer

 Quality In-charge shall review the method statements and ensure all requirements are
included.
 Schedule inspection of works in coordination with Site Engineer and as per ITP.
 Prepare and maintain inspection logs, records, and obtain approval from client
 Inspect the measuring equipment for calibration.
 Review Quality Control records and ensure correctness.
 Guide QC inspectors and ensure inspections & test of the activities are conducted as per
ITP.
 Check the activities as per ITP & checklist and prepare records and obtain approval.
 Prepare & maintain inspection log and records.

5.7. Safety In-Charge

 Disseminate EHS requirements specific to the activities involved and facilitate
implementation.
 Prepare and coordinate the implementation of Risk Assessment plan.
 Ensure that work is carried out in safe manner in coordination with Site Engineer, sub-
contractors, etc.

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 All concerned parties shall be exposed to the method statements applicable to their
working scope and must attend a safety briefing prior to carrying out any works on site.
 All personnel shall ensure safe working conditions prior to the start of work.
 Great emphasis shall be made on all matters of health, safety, and environmental both in
the workplace, and to the public during the execution of works.
 Check and ensure compliance of issuance and usage of Personal Protective Equipment
(PPE) by all employees and visitors

6. PLANT, EQUIPMENT, TOOLS & TACKLES

 Total Station
 Level machine
 Generator Set
 Concrete Grinder
 Jig-Saw Blade Cutter
 Drill Machines
 Air Blower
 Fire Extinguishers

7. MATERIALS
7.1 Materials
 Marine plywood 18mm thick
 Scaffolding pipes
 C-Clamps
 Joint clamp
 Levelling plump
 Hand Level
 Right angle
 Tie Rods
 Warning Tape
 U-Jacks
 2”x2” Timbers
 2”x4” Timbers
Material handling and delivery on site
Materials will be delivered and received in the lay down area storeroom, in secured and controlled
room, or temporary lay down area at site. For the ready mix concrete, it will be deliver on site by
transit mixer and it will be poured using a concrete pump.

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8. WORKFORCE

Listed below is the manual work force

 Site Engineer — 1
 Supervisors — 1
 Skilled Helpers — 4
 Carpenters — 4

9. WORK METHODOLOGY

9.1 SITE PLANNING AND PREPARATION

Encroachment permit will be obtained first before starting any activity in the site. Once the area is
determined and staking is complete, the safety personnel will established the perimeter barricade to
warn others. If rerouting is necessary the safety personnel will establish first the rerouting of access
roads and install warning devices to warn passing traffic in the area and they will also coordinate
with other contractors working in the area for proper coordination. The safety personnel will
coordinate with the construction supervisor for the entry and positioning of heavy equipment and
establish a danger zone so that safety personnel will install warning signs. Prior to excavation using
heavy equipment a manual excavation shall be done first if the area is a high risk area (presence of
underground facilities), once all underground facilities is secured then equipment excavation can be
implemented. All communication in the site will be by phone and constant supervision will be
implemented during the excavation in order to avoid untoward accident. Use Cable detector in case
the area is having cable beneath the excavation. All as built drawings must be refer to ensure the
presence of cables/utilities.

9.2 PREPARATION
 Formwork for concrete shall be constructed to meet the requirements of the structure and the
required finish of the concrete. It shall be constructed in a way that the concrete can be properly
placed and strong enough to withstand the load and shall conform to the required shape, dimension,
level, line and position while at use.
 Formwork shall be strong, stable and rigid to withstand the pressure of fresh concrete during the
pouring and to keep or maintain its position and shape. The number of uses of any particular
formwork shall be such that the quality of the specified finish is maintained. Formed surface shall be
smooth finish unless otherwise noted. Wood, generally laminated plywood and good quality timber,
shall be used for formwork in this project.
 Form ties to be used in securing and maintaining the forms to position shall be tie rods, clamps, form
jacks or wood, or any combination of which that is suitable depending upon site condition.
 Forms shall be sealed so as to prevent leakage particularly from the bottoms and sides.
 Forms shall be cleaned of all debris and unwanted materials prior to pouring.
 Forms shall be applied with a thin and uniform layer of “Form Release Agent” prior to placement at
locations or may be applied in – situ; but care shall be taken to allow sufficient time to dry before
pouring of concrete.

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10. APPENDICES

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1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

APPENDIX – A
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APPENDIX – B
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APPENDIX – C
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