This document presents a method statement for concrete pouring for the Palm Al-Ahsa project, detailing the procedures, materials, tools, and responsibilities involved. It emphasizes the importance of proper preparation, quality assurance, health and safety measures, and supervision throughout the concrete pouring process. The method statement also includes guidelines for inspections and tests during construction to ensure compliance with project specifications.

1. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 1
METHOD STATEMENT
PROJECT TITLE: PALM AL-AHSA
METHOD STATEMENT NO: 002 REV: 00
Method Statement for Concrete Pouring
REV DATE STATUS REVISION DETAILS
REVIEWER /
APPROVER
AZHAR
Consultan
t
00 FA First submission for approval.
Prepared by Reviewed by Approved by
QA/QC Engineer QA/QC Manager
Project Manager
Mansoor Shah Eng - Raheel Khalid

2. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 2
Table of Contents
1. INTRODUCTION
2. SCOPE
3. MATERIAL
4. TOOLS
5. PEOCEDURE
A. PRE-CONSTRUCTION PREPARATION
B. CONCRETE MIX DESIGN AND TESTING
C. REINFORCEMENT
D. FORMWORK
E. DELIVERY AND PLACING OF CONCRETE
F. CONCRETE POURING
G. FINISHING AND CURING
H. FORMWORK REMOVEL
6. RESPONSIBILTY/SUPERVISION
7. PERSONNEL
8. QUALITY ASSURANCE/CONTROL
9. HEALTH AND SAFETY
10.DISTRIBUTION
11.INSPECTION AND TEST PLAN

3. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 3
1. INTRODUCTION
This method statement outlines the procedures and precautions to be
followed during the concrete pouring activities. The aim is to ensure that the
concrete pouring is executed efficiently, safely, and in accordance with the
project specifications and relevant standards.
2. SCOPE:
This method statement covers the following activities related to concrete
pouring:
 Preparation of the site
 Formwork erection
 Concrete delivery and placement
 Consolidation and finishing
 Curing
3. MATERIAL:
 Concrete.
 Reinforcement.
 Formwork.
4. TOOLS:
 Concrete Pump
 Concrete Mixer
 Mini truck
 Concrete vibrators
 Wheel borrows
 Slump tray
 Slump cone and other associated tools
 Rubber hammer

4. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 4
5. PROCEDURE:
A. PRE-CONSTRUCTION PREPARATION:
Before commencing concrete pouring, the following preparatory activities will
be undertaken:
 Inspection and approval of formwork, ensuring it is structurally sound
and properly aligned.
 Prior to start any activity on site, the consulting engineer must be
notified.
 Ensure that all workers are aware of the evacuation plan.
 Discuss the method of working with all supervision Personnel’s.
 All the related documents such as shop drawing, method statements,
material approvals, subcontractor’s approvals, text certificates etc. must
be approved and available upon request.
 Ensure the source of supply of ready mix and grade of concrete.
 Spacer block shall be provided with proper arrangement.
 Curing material shall be arranged for the proper curing.
 Ensure the position and alignment of starter bars of columns and walls.
 Clean the starter bar from cement paste or grout.
 Access scaffoldings, ladder etc. will be erected to allow reinforcement to
be fixed
 Confirmation of adequate resources including manpower, equipment,
and materials.
 Safety briefing for all personnel involved in the concrete pouring
activities.
B. CONCRETE MIX DESIGN AND TESTING:
 Concrete mix proportions will be as per approved design mix.
 Trial mixes will be conducted to ensure the desired strength and
workability are achieved.

5. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 5
C. REINFORCEMENT:
 The rebar diameter, number and shape are to be as per the approved
drawing and bar bending schedule.
 Rebar spacing and lap length should be as per the approved drawing.
 Adequate concrete cover to be maintained on all rebars.
 links shall be provided as per the space provided in the drawings.
 Joints shall be staggered to minimize congestion.
 The line and level of rebar is to be checked prior to casting.
 The rebar will be fixed in such a manner that its stability is assured in all
respect.
 Rebar and existing concrete will be presented for inspection before
placing shutters.
 Prior to final closing of the shuttering, box out and cast in items will be
installed.
 Securely to ensure that they do not move during casting operation.
 The area will be cleaned thoroughly by handpicking debris, blowing out
sand if any with a compressed hose.
D. FORMWORK:
 Formwork will be erected by competent personnel following approved
drawings and specifications.
 Line and level of the shuttering will be set out by the surveyor. Shutters
must be checked for correctness in their final position.
 All materials use for temporary form works should be clean, strong and
clear from any deflection.
 Install formwork to its dimensions correctly and ensure that lines and
levels are within the tolerances.
 Alignment and leveling of formwork will be checked prior to concrete
pouring.
 Tie rods shall be used for proper alignment. Tie rods are to be correctly
tightened and rechecked prior to casting.
 Gaps in the shuttering must be plugged out to minimize the possibility of
grout loss during the casting operation.

6. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 6
E. DELIVERY AND PLACING OF CONCRETE:
 Concrete will be delivered from the batching plant to the site using transit
mixers.
 Pouring sequence will be planned to ensure continuous placement
without interruption.
 Concrete will be placed using concrete pumps or by manual methods, as
per site conditions and accessibility.
 All surface shall be cleared thoroughly, remove any water. De-shuttering
oil shall be placed on the formwork.
F. CONCRETE POURING:
 Concrete will be consolidated using vibrators to eliminate air voids and
ensure proper compaction.
 Appropriate arrangement and approval for conveying concrete (chutes,
pump, and manual) shall be arranged.
 Cranes, concrete bucket, pumps chute, shovel and manual methods will
be used as per the elevation quantity of concrete and to suit the site
condition towards conveying & spreading concrete.
 Concrete shall be delivered to site with 80 minutes after the introduction
of the water to the cement, and shall be placed and compacted within 45
minutes of arrival.
 Target slump will be 160mm to the mix with a tolerance ±40mm as per
approved mix design.
 Concrete cover to be maintained as per drawing during casting
operation.
 Concrete, during and immediately after depositing, shall be thoroughly
compacted. The compacting shall be done by mechanical vibrator.
 The vibration shall be of sufficient duration and intensity to compact the
concrete thoroughly but shall not be continued so as to cause
segregation.
 Each layer shall be compacted so as to avoid the formation of
construction joint with the previous layer which has not taken initial
settlement.
 Adequate illumination shall be provided during night concreting.

7. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 7
 During hot weather pouring will be carried out in such a way that there
will be no formation of cold joint. If concreting activities are carried out
during night time adequate illumination shall be provided.
 Concrete shall be placed in shallow layers enough to assure vibration
well into the layers below and the elapsed time between the layers be
minimized to avoid cold joints.
 Joints and construction joints will be formed as per specifications.
G. FINISHING AND CURING:
 Surface finishing will be carried out using trowels or other appropriate
tools as per project requirements.
 Curing shall be started immediately after initial set of concrete and
finishing as free water has disappeared from the surface of concrete.
Curing shall be continued for minimum of 5 days.
 Curing methods such as water curing or application of curing
compounds will be employed to maintain adequate moisture and
temperature conditions.
H. FORMWORK REMOVEL:
 Before removing the formwork, visually inspect the concrete surface for
any signs of damage, cracking, or inadequate consolidation. Ensure that
the concrete has achieved the required strength to support its weight
and any additional loads.
 Forms and shoring in the formwork used to support the weight of
concrete in beams, slabs and other structural members shall remain in
place until concrete has reached a minimum of 70% of the specified
strength.
 Begin by loosening the formwork connections, such as nails, screws,
clamps, or wedges, holding the formwork in place. Carefully remove any
temporary bracing or supports attached to the formwork.
 Great care shall be exercised during the removal of forms to avoid
shocks or reversal of stresses in the concrete

8. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 8
 Use appropriate lifting equipment, such as cranes, hoists, or forklifts, to
safely handle large or heavy formwork panels. Ensure that lifting
equipment is properly positioned and securely attached to the formwork
to prevent accidents.
 Surface defects if any corrected as per the engineer instruction.
6. RESPONSIBILITIES / SUPERVISION:
 The Construction Manager is responsible for overseeing the overall
implementation of this method statement and ensures that his team of
Engineers, Foreman and subcontractors are aware of this method
statement and the all resources – human, material and equipment’s are
available to carry out the work as planned and without any delay.
 The Site Engineer is responsible to carry out the work as per the
approved shop drawings, and in accordance with this method statement.
He is also responsible to ensure compliance with project requirements.
 The QA/QC Engineer is responsible to ensure that work has been done
as per the approved methodology and offer works for Consultant’s
inspection after verification.
 The Safety Engineer is responsible to ensure that all Safety precautions
are in place as per the project safety plan, and all the personal on site are
using the required Personal Protective Equipment’s like – Helmet,
Gloves, Shoes.
7. PERSONNEL:
 Construction Manager
 Site Engineers
 Surveyor
 QA/QC Engineers
 Safety Officer
 Site Foreman

9. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 9
8. QUALITY ASSURANCE/CONTROL:
QA/QC Engineer should verify the work has been carried out as per
approved shop drawings, Standards and this method statement.
However, the following points shall be ensured in particular.
 Inspection will be raised according to the approved ITP to obtain approval
from consultant.
 Monitor the concrete pouring process closely to ensure compliance with
project specifications and quality standards.
 visual inspection, testing of materials, and adherence to construction
standards.
 Checking temperature and on-site slump tests.
 Skilled manpower and laborers are assigned for the job.
9. HEALTH AND SAFETY:
 All personnel involved in the concrete pouring process must undergo
comprehensive training in safety procedures and the operation of
relevant equipment.
 Personal Protective Equipment (PPE) such as hard hats, gloves,
safety boots, high-visibility vests, and eye protection must be worn at
all times during the activity.
 Barricades and warning signs will be installed to prevent unauthorized
access to the work area.
 Implement a traffic management plan to ensure the safety of workers
and other site personnel.
 The site supervisor will enforce the permits.
 All the above sited activities are carried out under the supervision of
competent person supervision.
 Tool box meeting will be conducted and risk forecast will be
communicated before the commencement of the works.
 No material above 20kg will be manually lifted, heavier items will be
lifted by multiple operatives or mechanically where possible.
 Noise levels are not anticipated to be a problem but they will be
monitored for the duration of the works.
 Regular safety inspections will be conducted to identify and mitigate
hazards.

10. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 10
 Clearly mark out designated pedestrian walkways and vehicle routes.
 Ensure that heavy equipment operators are trained in traffic
management procedures and communicate effectively with ground
personnel.
10.DISTRIBUTION:
Copies of this method statement will also be issued to the following for
information/ action/comments: -
 Project Manager
 Construction Manager
 Site Engineer
 HSE Manager
 QA/QC Manager

11. Client: Consultant: Contractor: Azhar Company
Method Statement for Concrete Pouring Page 11
11.INSPECTION AND TEST PLAN:
Villas Project
INSPECTION AND TEST PLAN
WORK SCOPE
Concrete pouring foundations, columns, beams
and slabs
PART 1- APPROVALS REQUIRED PRIOR TO COMMENCEMENT OF THE WORKS
Item
No.
Description of Operation/Inspection, Test
and Approval
Frequency of Inspection
& Test Plan
Records
Generated
Hold, or Witness Point
Subcon Azhar
Madar al
jazeera
1 Shop Drawings Once
Approved
Drawings
Sub R R & A
2 Material submittals Once
Material
submittals
Sub R R & A
3
Survey reference and bench (marks
(Drawing)
Once
Approved
drawings
control point
Sub R R & A
4 Method Statement & Inspection test plan Once MST & ITP Sub R R & A
Note*- All deviation from the approved drawings/documents to be recorded and discussed with the Main Consultant prior
to proceeding. * Another subcontractor engaged by AZHAR HOLDING.
PART 2- INSPECTION AND TEST DURING CONSTRUCTION WORKS
Item
No.
Description of Operation/Inspection, Test and
Approval
Frequency of
Inspection & Test
Plan
Records
Generated
Hold, or Witness Point
Subcon Azhar
Madar al
jazeera
1 Material Inspection
By
Area/Stages/Layout
MIR H H I&A
2 Survey layout
By
Area/Stages/Layout
IR H H I&A
3 Formwork and reinforcement
By
Area/Stages/Layout
IR H H I&A
4 Concrete pouring request
By
Area/Stages/Layout
CPR H H I&A
Abbreviations: Sub- SUBMIT, H- HOLD, R&A- REVIEW & APPROVE, RC- RANDOM CHECK, I&A- INSPECT &
APPROVE, S- SURVEILANCE, CL= CHECKLIST, IR- INSPECTION REQUEST, I- INSPECT