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Company Profile

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Licenses

Exeed Precast L.L.C

Certificates

Exeed Precast L.L.C

Abu Dhabi National Oil Company

This Certificate is A.warded to

Associated Construction & Investments Co. L.L.C.

January 27, 2013

in recognition of outstanding Safety Performance by achieving

Seven Million Man-Hours with No LostTime Injuries

at the Construction of Innovation Centre for Borouge in Abu Dhabi

l ' (Project N~84) , -;

-r ·7

1AEED NASSER. AL AHBABI ~ Civil Prolects DiVISIon Manager

4-:-1 ADNOC ........... ,Ju, ... ,.

Quality Policy

Exeed Precast L.L.C

Quality Assurance Plan

Exeed Precast L.L.C

Exeed

1.

2.

3.

4.

5.

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Company 1.1 Scope 1.2 Exclusi

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3.4.1 3.4.2

3.5 Respon3.5.1 3.5.2 3.5.3

3.6 Manag3.6.1 3.6.2 3.6.3 3.6.4 3.6.5

Resource M4.1 Provisi4.2 Human

4.2.1 4.2.2

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5.4 Purcha5.4.1 5.4.2 5.4.3

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6.2.1 6.2.2 6.2.3 6.2.4

6.3 Contro6.4 Analys6.5 Improv

6.5.1 6.5.2

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HSE Policy

Exeed Precast L.L.C

Organization Chart

Exeed Precast L.L.C

Legend

Top Management

Senior Management

Head Of Department

Unit Leaders

1st

Staff Downline

2nd

Staff Downline

3rd

Staff Downline

Wokers

Helper

Vacant/ Required/ TBA

Exeed Precast & Exeed Aswar

Organizational Structure 2014

Mr. Anthony Samaha

HR & Admin Manager

Mr. Ayman Bustami

Sr. Executive Vice President

Dr. Kamel Abdallah

Chief Executive Officer

Directly ReportingFunctional Reporting

Dr. Thomas Edward

Operations Manager

SR. EXECUTIVE VICE PRESIDENT

SALES MANAGER PERSONAL ASSISTANTBUSINESS DEVELOPMENT &

MARKETING OFFICER

SEVP OFFICE

FINANCIAL CONTROL

MANAGER

CONTRACTS MANAGER

AND/OR SR. CONTRACTS

ADMINISTRATOR

(TBA)

PROCUREMENT MANAGER PLANNING MANAGER HR & ADMIN MANAGER

DESIGN & TECHNICAL

MANAGER

(TBA)

SR. ACCOUNTANTS

ACCOUNTANTS

JR ACCOUNTANTS

HR EXECUTIVE SR. PR & ADMIN OFFICER

HR OFFICER

PAYROLL OFFICER

HR ADMINISTRATOR

PR OFFICERS

ADMIN EXECUTIVE

HR ASSISTANT

TIMEKEEPER

CAMP BOSS

RECEPTIONIST

OFFICE BOYS

FACTORY PREMISES

CLEANERS

LOGISTIC MANAGER

SR. LOGISTIC

COORDINATOR

LOGISTIC

SUPERVISOR

LD DRIVER

BUS DRIVER

HD DRIVER

OPERATORS

SR. PLANNING ENGINEER

SR. PROJECT CONTROLLER/

SR. PRECAST CAD DETAILER

PLANNING OFFICER

JR ACCOUNTANT

PLANNING CLERK

SR. PROCUREMENT OFFICER -

TECHNICAL ENGINEER

SR. PROCUREMENT OFFICER -

TEAM LEADER

PROCUREMENT OFFICER

ASST. PROCUREMENT

OFFICERS

SR. CUSTOMER SERVICE &

DOC CONTROLLER

ASST. DESIGN MANAGER

HEAD-DETAILER

DETAILING TEAM

LEADERS

STRUCTURAL ENGINEER

SR. DETAILER

DETAILER/DRAUGHSTMAN

DETAILING ENGINEER

DOCUMENT CONTROLLER

SR. /ETIMATOR ENGINEER

QUANTITY SURVEYORS

PRODUCTION MANAGER QC MANAGER

FACTORY MANAGER

GRC MANAGER PROJECTS DIRECTOR

MAINTENANCE MANAGER

STORE MANAGER

TBA

HEALTH & SAFETY

MANAGER

SR. STORE

ADMNISTRATOR

SR. STORE

SUPERVISOR /

INCHARGE

SR. HSE OFFICER

SR. / STOREKEEPER

HSE OFFICER/ SAFETY

ENGINEERS/FIRST AIDER

FOREMAN-HOUSEKEEPING

WORKER

SR. PROJECT ENGINEER

QUANTITY SURVEYOR

ENGINEER

PROJECT ENGINEER

ERECTION ENGINEER

SITE ENGINEER

DOCUMENT

CONTROLLER

ERECTION SUPERVISOR

PROJECT SUPERVISOR

SITE SUPERVISOR

ERECTION FOREMAN

LAND SURVEYOR

REPAIR FOREMAN

ASST. ERECTION

ENGINEER

ERECTION WORKERS

QC INSPECTOR

SR. QC ENGINEER

QC ENGINEERS/

QC SUPERVISOR

LAB HELPER

LAB TECHNICIAN

GRC SUPERVISOR

GRC FOREMAN

CHARGE HANDS

GRC WORKERS

SR. PRODUCTION ENGINEER/

PRODUCTION

SUPERINTENDENT

PRODUCTION & STEEL IN-CHARGE

REINFORCEMENT FOREMAN

PRODUCTION SUPERVISOR

PRODUCTION FOREMAN

CHANGE HAND

PRODUCTION

WORKER

SR. PRODUCTION ENGINEER

PRODUCTION SUPERVISOR

CHARGE HAND

PRODUCTION

WORKER

PRODUCTION ENGINEER

(CIRCULATION PLANT)

PROCESS ENGINEER

PRODUCTION SUPERVISOR

CHANGE HAND

PRODUCTION

WORKER

MAINTENANCE ENGINEER

SR.MAINTENANCE

SUPERVISOR

DOC. CONTROLLER

CHARGE HAND

MANTENANCE WORKER

OPERATIONS MANAGER

DEVELOPMENT & SUPPORT

QC INSPECTOR

QA/ COMPLIANCE

TEAM

SR.PRODUCTION ENGINEER SECRETARY/ ADMINHSE OFFICER

PRODUCTION MANAGER

STORE SUPERVISOR

STOCKMAN WATCHMAN PRODUCTION SUPERVISOR

WORKERS

STEEL REINFORCEMENT

HELPER

WORKERS

HELPER

WORKERS

HELPER

WORKERS

HELPER

WORKERS

HELPER

WORKERS

HELPER

MOULD PREPARATION CASTING REPAIR & LOADING CARPENTRY BACTHING PLANT

EXEED ASWAR OPERATIONSEXEED PRECAST LLC

Design & Technical Dept.

Finance Dept.

Procurement Dept

Estimation Dept.

Logistic Dept.

Projects Dept.

HR & AdminDept.

Sales & Marketing Dept.

Planning Dept.

Health & Safety Dept.

Maintenance Dept.

QC Dept.

Supporting Dept. under Exeed Precast

HEAVY EQUIPMENT

OPERATORS

FORKLIFT OPERATOR

LOADER & CRANE OPERATOR

GENERAL MANAGERSALES EXECUTIVESALES COORDINATOR

SALES DEPARTMENT

TIMEKEEPER.

ESTIMATION MANAGER

FINANCE MANAGER

ASST. FINANCE MANAGER

Method Statement

Exeed Precast L.L.C

Exeed Precast L.L.C

Method Statement for Production

Exeed

1. 2. 3. 4. 5.

5.

5.2

5.3

6. 7.

7.

7.2

7.3

7.4

7.

7.

d Precas

Purpose

Responsibi

Equipmen

Materials

Production

1. Manufac

2. Steel Rei

3. Producti

5.3.1. Pre

5.3.2. Co

5.3.3. Co

5.3.4. Vib

5.3.5. Cu

5.3.6. Fin

5.3.7. Str

Delivery to

Quality As

1. General

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4. Concrete

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6. Producti

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Prec

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partment t

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ment bars

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All bendin

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ction fore

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ments, and

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mm nomin

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ivery note

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asting.

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Mix design

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emperature

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hall be kep

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place on

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agonal me

ectness of

ations.

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ts time ex

served.

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n the limits

epared by

mber, and

ments prod

h mould

the mould

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vity, cons

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easuremen

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y lab techn

date.

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release

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tables,

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rom direct

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aked ice

ontrol to

rescribed l

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reinforce

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Horizontal

Vertical vib

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st L.L.C

test cubes,

8 days.

shall be c

in factory

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reting in h

e of the co

s shall be

nclude bu

shall be pr

d aggrega

t sunlight.

ter shall b

shall be a

ensure th

limits.

ments shall

tion

e poured c

ment and

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vibration:

bration: B

nserted an

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rushed in

laborator

hot weath

oncrete at t

taken to c

ut not be li

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ate stockpi

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added. Th

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l be protec

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d accessori

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By vibrati

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all be cure

the labora

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her

the time o

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imited to t

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amount o

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e in two wa

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ed slowly

ed for seve

atory, in w

ushing res

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e tempera

the follow

sunlight.

ady mix s

g concrete

ure shall b

f water a

direct sun

one with c

o ensure s

ays:

fixed to th

s handled

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en days, an

which thre

sults shall

shall not E

ature of th

ing:

supplier sh

. If neces

be perform

added rem

nlight.

care to avo

satisfactory

he casting

d manually

ll not rem

nd the rem

ee cubes s

be logged

Exeed 32°

e concrete

hall be pro

ssary, crus

med unde

mains und

oid displac

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y. The vi

main idle

maining

shall be

d into a

°C, and

e. Such

otected

shed or

er strict

der the

cement

ction of

ibrators

in the

Exeed

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mould

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preven

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5.3

All cur

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the above

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excess wa

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ring proce

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loth, and w

or a minim

)�3 days f

)�4 days f

)�5 days f

onally, th

mize loss of

team curin

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al enclosur

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3 hours af

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increase

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wetting th

mum of:

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he precast

f water fro

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an enclosu

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mbient tem

fter the fin

am curing

shall be g

e heat temp

mperature o

mperature s

ually redu

ation of vi

ockets wi

ces shall b

all comply

olves cov

he membe

& 20cm th

& 32cm th

& 50cm th

elements

om the He

nal) for pr

ure to min

be prepare

mperature

nal placem

operation

gradually

perature to

of 65°C sh

shall be bo

ucing the s

ibration, c

ill be elim

be toweled

y with ACI

ering the

er with mu

hickness

hickness

hickness

shall be c

essian clot

recast elem

nimize mo

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ment of th

n shall hav

applied in

o 65°C in

hall be hel

ought dow

steam flow

concrete r

minated an

d manually

I 517 requ

exposed

unicipality

covered w

th.

ments at a

oisture, and

arpaulins f

application

he concrete

ve the follo

n the cov

two hours

ld for 3-4

wn from 6

w.

reaches al

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uirements.

surfaces

y water an

with polyet

atmospher

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for steam

n shall be

e to allow

owing seq

ered cham

s’ time.

hours.

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ll corners

combing w

eve a smoo

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nd keepin

thylene sh

ric pressur

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curing op

e commen

w the conc

quence:

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n one hour

of the

will be

oth fair

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ng it so

heets to

re shall

peration

nced at

crete to

rder to

r’s time

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d)

Total t

curing

5.3.6

The to

bondin

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finish

5.3.7

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Exeed Precast L.L.C

Method Statement for Erection

Exeed Precast L.L.C

METHOD STATEMENT

Erection of Precast Concrete Elements

Table of Contents:

1. Scope of Work

2. Resources 2.1 Description of Equipment & Tools Required 2.2 Description of Materials to be Used

3. Site Planning & Preparation

4. Method Statement for Erection

4.1 General Preparation 4.2 Installation of Beam 4.3 Hollow Core Slab

4.3.1 Transportation of Hollow core Slabs 4.3.2 Hoisting of Hollow Core Slabs 4.3.3 Site Storage of Hollow Core Slabs 4.3.4 Installation of Hollow Core Slabs 4.3.5 Preparation and Casting for Structural Topping on the Hollow Core Slabs 4.3.6 Field Cut Openings of Hollow Core Slabs 4.3.7 Field Repair and Modification of Hollow Core Slabs

5. Supervision

5.1 Construction Manager 5.2 Site Engineer 5.3 Site Surveyor 5.4 Foreman 5.5 Quality Control Engineer 5.6 Safety Officer 5.7 Sustainability and Environmental Engineer

Exeed Precast L.L.C

1. Scope of Work

1.1 General Description

The scope of this method of statement covers the process and sequence of

erection of precast elements for the project. The purpose of the documentation

emanating from this statement is to ensure that the quality control objectives are

maintained and accurate records are established for all the related activities. The

objective is to ensure that he construction plan is executed, controlled and

documented in compliance with the contract drawings and specifications.

2. Resources

2.1 Description of Equipment & Tools Required

•�Suitable capacity cranes for unloading and erection of precast elements.

•�Boom lift, man lift, scissor lift or mobile scaffolding.

•�Masonry tools.

•�Safety requirements PPE’S such as safety shoes, safety helmet, safety

glasses, fluorescent vest, safety gloves and mask to ensure maximum ability

of safety work.

2.2 Description of Materials to be Used

•�Precast Concrete (Slabs – Beams – Columns)

•�Formworks

•�Wire Mesh

•�Tie Wire

Exeed Precast L.L.C

3. Site Planning & Preparation •�As per the approved drawing and specifications involved the preparation and

site planning should be matching the methodology of works according to

prepare the suitable circumstance to work as per schedule and planning

•�Any necessary action could take place in the planning according to changing

in site condition.

•�Ensure all permission and consents are obtained.

•�Survey the work area for any pre existing safety hazards and render harmless

if possible.

•�Ensure all materials, tools and resources are available.

•�Ensure latest approved drawing s issued to the site team.

•�Ensure work will be carried out in accordance with the program.

4. Method Statement for Erection

4.1 General Preparation

•�Erection process shall conform to the requirement of project specification

and/ or relevant standard specifications.

•�Precast concrete elements will be transported to site after the approval by

QA/QC Dept.

•�On site survey shall be carried out for all site dimensions, axes locations and

levels relative to site benchmark.

•�Safety requirements shall be arranged to suit site conditions, and to meet site

requirements.

•�Main gridline and bench mark will be marked by surveyor before starting the

erection.

Exeed Precast L.L.C

•�Site access road for the movement and parking of mobile cranes and trailers

will be arranged by the site construction team and safety Engineer.

4.2 Installation of Beam •�Scaffolding shall be provided as per approved layout and calculations below

the beam.

•�Beam shall be provided with 4 anchors at the top for lifting and handling

purposes.

•�Beam shall be transported on flat bed trailers of adequate capacity secured to

the bead of the trailer with latching chains.

•�Beam shall be transported on flat bed trailers using crane of adequate

capacity, and to be stored in proper location. It is preferable to erect the

beam directly from the trailer.

•�Beam shall be lifted by two legged chain with the anchors cast in the beam

with the clutches engaged to the anchors. Two guide ropes shall be tied to

guide the beam.

•�Beam shall be lifted and moved to the required location and placed over

adequate and leveled scaffolding.

•�Beam shall be rested in the scaffolding and properly aligned prior to

receiving the Hollow core Slab.

•�The beam shall receive the hollow core slab with out resulting in over-

turning of the beam as per attached design check for the over turning of the

beam during erection.

•�The beam shall be connected to the column at the topping stage after

installation of Hollow core slabs.

•�Erection of columns should be to the tolerances specified in the PCI Manual

of tolerance for precast and prestressed concrete construction.

Exeed Precast L.L.C

4.3 Hollow Core Slabs

4.3.1 Transportation of Hollow Core Slabs

•�Hollow core slabs should be transported on flat bed trailers secured to the

trailer with the help of latching chains (and belts if required). Loads may be

governed by trailer capacity and/ or slab geometry.

•�Delivery of Hollow core slabs should be planned according to the general

erection sequence to minimize unnecessary site storage and handling.

•�Hollow core slabs should be loaded and delivered with proper supports,

cushioning and tie-downs (chains) to prevent in-transit damage. Adequate

packing or protection to the edges of hollow core slabs should also be

provided to minimize risk of damages during transit.

•�Tie-downs (chains) and minimum of 50 mm wide dunnage (for example

wood) to be located within 300 mm from the ends of hollow core slabs and

aligned vertically. Moving the load without proper tie down maybe cause

damage to the hollow core slab. Special procedures shall be done for

placement of dunnage on non- standard slabs

•�Visual inspection will be done by the Q.C Engineer for the hollow core slab

prior to off- loading for any damage and report immediately to the factory

/production manager.

4.3.2 Hoisting of Hollow core Slabs

•�Hollow Core slab shall be hoisted by using rigging clamps. When lifting

with clamps, lifting beam or spreader beam must be used to ensure only

vertical lifting in clamps. The rigging clamps are specially designed for

hoisting the hollow core slab and it should be provided with safety sling or

chain of adequate capacity to safety support the load that is or is likely to be

imposed.

Exeed Precast L.L.C

•�For hollow core slabs with long cutting, belts of adequate capacity (prior

inspection by engineer and safety officer is required) properly tightened

around the slabs can be used for lifting process.

4.3.3 Site Storage of Hollow Core Slabs

•�If required, Site storage of hollow core slabs shall conform to the following

requirements:

a.� Storage area to be firm, level and true. Bottom slam to be blocked a

minimum of 10 cm. above grade, full length and width as to prevent

settlement of hollow core slabs stack.

b.� Always handle hollow core slabs in the flat horizontal position. Never

turn Slab on edge or end unless approved by design engineer.

4.3.4 Installation of Hollow core Slabs

•�Hollow core slabs are installed on proper location on the precast beam,

which is loaded on the Formwork designed for its purpose.

•�Hollow core slabs are to be located as per design drawings in conjunction

with architectural and structural drawing s for connection details of other

building components and/ or structural system interacting with hollow core

slabs.

•�Minimum bearing distance should not be less than 100 mm as recommended

by designer and mentioned on the drawing.

•�All slabs with differential camber should not be leveled, adjusted, etc. to

within allowable tolerances prior to grouting.

•�Sequence of erection of hollow core slabs should be reviewed designer prior

to starting the work.

Exeed Precast L.L.C

•�Erection of hollow core slabs should be to the tolerances specified in the PCI

Manual for the design of Hollow core slabs- Second Edition

•�Continuous support is to be provided under bearing ends of all hollow core

slabs.

•�The erection engineer shall be required to reduce differential camber

between adjacent slabs to no greater than 1: 1000 cambers to span ratio or as

specified in the design drawings/ project specifications. The finished result

will only be as good as the planning and care taken.

•�Level slabs by jacking the low slab from blow (jack at slab joint only.)

4.3.5 Preparation and Casting for structural topping on the Hollow core

Slabs

•�After the installation for hollow core slabs all loose debris from joints will be

removed.

•�Placement of topping reinforcement shall commence after installation of

Hollow core slabs.

•�MEP works shall be done prior to concreting activity.

•�WIR will be raised for the slabs reinforcement, shuttering and pouring for

approval from consultant before starting concreting activity.

•�Approved concrete mix shall be used for topping.

4.3.6 Field Cut Openings of Hollow Core Slabs.

Procedure for cutting openings of any sizes shall be carried out under proper

supervision.

Exeed Precast L.L.C

4.3.7 Field Repair and Modification of Hollow Core slabs

Repair procedures are to be prepared by Q.C/ Design Engineer prior to

implementation at site. Method statement for repair of precast concrete elements

(Beams, slabs, etc) shall be prepared and submitted to the consultant after

receiving approval of repair material.

5. Supervision

5. 1 Construction Manager

•�Ensure all required submittal are made in a timely manner.

•�Coordination with the CONSULTANT with respect to trades involved

services.

•�Overall supervision of operation & ensuring that all necessary safety

measures are taken.

5.2 Site Engineer

The section Engineer n-charge shall be responsible for the following.

•�To ensure construction is carried out to the required Job Specifications and

approved MS.

•�Shall make sure work is ready for inspection then he shall initiate Request

for Inspection Form and Forward to QA/QC Engineer for verification.

•�Shall be responsible for ensuring that all parties required making any kind of

inspection or test are suitably informed as to the construction program..

5.3 Site Surveyor

•�Ensure that the setting out is carried out correctly and as per design

drawings.

•�Verify compliance of lines and levels with specified tolerances.

Exeed Precast L.L.C

5.4 Foreman

•�Supervise works to be proper.

•�Ensure all necessary preparations are made.

5.5 Quality Control Engineer

•�Inform CONSULTANT representative by the official inspection request as

and when their presence is required to carry out inspection.

•�Review all relevant documentation, test reports and mill certificates and

prepare all handling over Dossiers and closing out all non conformances.

•�Coordinate with other discipline engineers for ensuring that all other

discipline activities needed to be inspected within the construction program

has been inspected and cleared.

•�Sign and obtain signatures from CONSULTANT representatives for

document review of the various inspections confirming that all the

attachments and inspection signatures on the various inspections are in order

before the preparation of the handling over Dossiers.

•�Shall receive all Exeed Precast L.L.C Internal Inspection Form Request from

site Engineer and organize Inspection Requests as per the required

Construction priorities and allocating inspection works to the Quality

Control Inspector.

5.6 Safety Officer

•�Ensure safe and sound implementation of all safety procedures and measures

specific to the nature and type of site installation/ execution work being

carried out at site.

Exeed Precast L.L.C

•�To ensure that all project personnel’s / site execution team are fully aware of

their responsibilities and have full understanding of the related safety rules

and procedures.

•�To advise the involved personnel of the involved risk at work and necessary

health and safety precautions/ measures to avoid it.

•�To keep informed the management and CONSULTANT about the adopted

safety measure at site ensuring their adequacy

•�To maintain a continuous inspection/ surveillance of site activities, making

sure of implementations of HSE Plan, advising and training site staff to

prevent accidents, personnel injury and property damage.

•�Implementation of Housekeeping to keep the site clean and tidy. Informing

Site Engineer for the completion of executed work for inspection.

5.7 Sustainability and Environmental Engineer

•�Ensure implementation of all Environmental friendly and sustainable

measures, procedures and regulations pertaining to the application and or

installation as described in this MS.

•�The following environmental friendly precautionary measure shall be taken,

while conducting the work as described in this statement, workers shall be

trained and/or allocated for conducting the same as necessitated.

�Drip trays shall be used while fuelling equipments.

�Ensure spill kits are available nearby fuelling activities.

�Ensuring spill are handled effectively and recorded as regulated by the

project CEMP and the product MSDS.

�Cans, containers containing fuel, chemicals, adhesives, paints, etc, shall

be kept close while not in use.

Exeed Precast L.L.C

�Due diligence shall be shown material handling, avoiding damage and

waste creation.

�Due diligence shall be shown for waste reduction, with possible reuse if

applicable.

�Due diligence shall be shown for waste disposal; ensuring waste is

segregated and disposed off in allocated dumpsters.

�Ensuring materials are moved to the MRS as frequently as possible.

�Energy saving methods will be sought, ensuring equipments and or

generators are turned off while not in use.

�Due diligence is shown in the use of water

Technical Details

Exeed Precast L.L.C

List of Projects

Exeed Precast L.L.C

Exeed Precast L.L.C

Sr. Project Name Client Consultant Main Contractor Scope Of Work

1 Emirati Housing Development Jebel Hafeet- Al Ain Tamouh Ambitions Unlimited Dorsch Gruppe DC Abu Dhabi Pal Technology Precast Concrete Elements

2Al Ghadeer Development Phase 1 Residential ,

Retailand Community Facilities G+4

Sorouh ECG Engineering Consultants Group Square General Contracting Co Precast Concrete Elements

3

Al Ghadeer Development Phase 1 Residential , Retail

and Community Facilities G+4 (Terraced Apartment)

Sorouh ECG Engineering Consultants Group Construction General Contracting Precast Concrete Elements

4 Al Sila'a Villa, On Plot P1001, Bahia Al Sila'a, Western Region, UAE Sorouh JLA International Engineering Pivot Engineering & General Contracting

Company(W.L.L.) Precast Concrete Elements

5 200 Units Staff Accommodation at Baraka Site, Abu Dhabi

Emirates Nuclear Energy Corporation (ENEC) Center Point Architectural Engineering International, Mechanical & Electrical

Co.W.L.L. (IMECO) Precast Concrete Elements

6 Additional Construction of 200 Units Staff Accommodation at Baraka Site, Abu Dhabi

Emirates Nuclear Energy Corporation (ENEC) Center Point Architectural Engineering International, Mechanical & Electrical

Co.W.L.L. (IMECO) Precast Concrete Elements

7 Abu Dhabi International Midfield Terminal Complex Abu Dhabi Airports Company

Khon Pedersen Fox Associates (International) PA Architects & Planning

ConsultantsArabtec/CCC/ Tav Precast Concrete Elements

8 Al Falah Community Development Project Al Dar Properties Fluor Mideast/Atkins Al Jaber Group Precast Boundary Wall

9 Al Shahama Residence, Al Shahama C252-B, G+3+R Residential/ Commerical Building Ali Mohamed Sadeq Al Balooshi Pioneer Ghantoot Group Precast Concrete Elements

10 Al Dhafra Workers Village H.H. Sheikh Mohammed Bin Khalifa Bin Zayed Al Nahyan Biladi Engineering Consultant

Orient House For Development &Construction L.L.C. Precast Concrete Elements

11

Ruwais Housing Complex Expansion Phase (III), Design & Construction of Ruwais Shopping Mall-

Package 10 Project No 6013 Agreement No. 116013C1

ADNOC ECG Engineering Consultants Group Gulf Contracting & GDM Construction Precast Concrete Elements

12 Meydan Heights Meydan Group LLC / Emirates Group JV AK Design Guangsha Middle East Construction LLC Precast Concrete Elements

Exeed Precast L.L.C

Sr. Project Name Client Consultant Main Contractor Scope Of Work

13 Ritz-Carlton Abu Dhabi, Grand Canal Abu Dhabi National Hotels OTAK International Al Habtoor Engineering Precast Boundary Wall

14 Labor Accommodation at Al Mafraq Ghantoot Transport & Contracting Co. Arab Engineers Consultants Tefco International Cont. L.L.C Precast Concrete Elements

15 Renovation of Al Buteen Palace Crown Prince Court Hans Knutzen Associates, Inc (H.K.A) Capriole Construction Co. L.L.C Precast Boundary Wall

16 Abu Dhabi Future School Program Al Shamkha, Al Shawamekh, Baniyas

Abu Dhabi Education Council (ADEC)

MUSANADADewan Architects & Engineers Amana Contracting & Steel Building

Company W.L.L. Precast Concrete Elements

17 The Development of South Shamkha Infrastructure Musanada Mot Mac Donald Arc Abu Dhabi Contracting L.L.C Precast Substations

18 Various Constructions for Border Guard Group H.Q ( 4 Sites)

General Head Quarter's Command of MilitaryWorks

General Head Quarter's Command of Military Works

Orient House For Development & Construction L.L.C. Precast Concrete Elements

19 Construction of Boundary Wall, Car Park and Tower Surveillance for Falah Military/1

Commander Military Works Abu Dhabi Commander Military Works Abu Dhabi El Race Construction & General

Contracting Precast Concrete Elements

20 CMW-11003-C001 Commander Military Works Abu Dhabi Commander Military Works Abu Dhabi Code Contracting Company (L.L.C) Hollow Core Slabs

21Camp No: 121516 on Al Ain Military (Drain

Water Chanal Culvert) Commander Military Works Abu Dhabi N/A Emirates Shooting Equipments Precast Concrete Culvert

22 Precast Boundary Wall around PoliceBuildings and Plots in Alain Abu Dhabi Police GHQ Abu Dhabi Police GHQ. Engineering

Projects Adm. Al Rawafid Engineering & Cont. Co. Precast Boundary Wall

23 H.H. Sheikh Seif Palace Private office of H.H. Sheikh Seif Bin Zayed AL Nahyan

Private office of H.H. Sheikh Seif Bin Zayed AL Nahyan Venus Contracting Hollow Core Slabs

24 Abu Dhabi Islamic Bank Headquarters Abu Dhabi Islamic Bank Woods Bagot Al Habtoor Leighton LLC Precast Stairs

25 Siemens Head Quarters Masdar City, Abu Dhabi Siemens AECOM Middle East Ltd. Al Faraa General Contracting Precast Concrete Elements

Exeed Precast L.L.C

Sr. Project Name Client Consultant Main Contractor Scope Of Work

26 Bloom Gardens Bloom Properties World Planners Emirates Link Maltauro Precast Concrete Elements

27 Brighton College Bloom Properties AEC Emirates Link Maltauro Precast Concrete Elements

28 Bloom Academy Bloom Properties Broadway Malyan Al Rostomani Pegel L.L.C Precast Concrete Elements

29 Bawabat Al Sharq School Baniyas Investment & Development Company L.L.C NEB Engineering Consultancy Office Perfect Construction Gen. Cont. LLC Precast Concrete Elements

30 Bawabat Al Sharq Phase 2 Buildings Baniyas Investment & Development Company L.L.C

AECOM / BWGulf Engineers, Planners &

ManagersEmirates Link Maltauro L.L.C Precast Concrete Elements &

Pre-stressed Hollow Core Slabs

31Abu Dhabi International Airport Expansion.

Design & Build Catering South Side Improvement

Abu Dhabi Airports Company (ADAC)

BWGulf Engineers, Planners & Managers Emirates Link Maltauro L.L.C Precast Concrete Elements

32PI High School Accommodation Buildings at Sas Al Nakhl Project No.6000 Agreement No. 116000

C1ADNOC

Al Torath Engineering Consultants Consulting Engineers & Project

Managers

Amana Contracting & Steel Buildings Co. W.L.L Hollow Core Slabs

33 PI Staff Accomodation at Maqta Area Construction Works- Package 2 ADNOC ECG Engineering Consultants Group SK Engineering & Construction Precast Concrete Elements

34 Innovation Center for Borouge in Abu Dhabi ADNOC ECG Engineering Consultants Group ASCON Precast Concrete Elements

35 Raha International School at Al Raha Gardens Al Dar Properties Architectural Designing & Decoration Six Sigma Middle East Constructions Precast Concrete Elements

36 H.M Villa (4 Nos) at Abu Dhabi Khalifa A Mr. Hamad Al Mansoor Western Engineering Consultant Mr. Hamad Al Mansoor Precast Concrete Elements

37 Recreation centre, mini market, shops & offices Al-Naser industries worker's city Al Naser Industries ARENCO Al Ameda Al Thahabia Transport

&Gen.Cont. Est Precast Concrete Elements

38 B2B Office Building Al Fahim Khatib & Alami Ali & Sons Contracting Company Precast Planks

Exeed Precast L.L.C

Sr. Project Name Client Consultant Main Contractor Scope Of Work

39 Industrial Complex in Mussafah Emirates Link Contracting Establishment Architectural Consluting Group ACG Emirates Link Contracting Establishment Precast Concrete Elements

40 Abu Dhabi- Zayed Military City Al Shahama Directorate of Military Works Directorate of Military Works Dripico Group Contracting Hollow Core Slabs

41 Al Hamra Project Commander Military Works Abu Dhabi Commander Military Works Abu Dhabi Capriole Construction Company Hollow Core Slabs

42 AL Dhafra Air Base UAE Armed Forces UAE Armed Forces Best Power Electrical Cont Precast Footings

43 Private Farm (2) Al Hamma Rest House at Al Ain Private office Private office Private office Precast Concrete Elements

44 Abu Dhabi Centre for Technical and Vocational Education & Training ELID Shaheen Engineering Consultancy Al Zamalek General Contracting Co. Precast Concrete Elements

45 Yas Marina Enhancement Project, Yas Island, Abu Dhabi Minal Center Point Architectural Engineering IMECO Precast Concrete Elements

46 Arkan Cement Factory Arkan Building Materials JACOBS Hadeed Emirates Contracting Precast Boundary Wall

47 Arkan Block Factory Arkan Building Materials Syrex Petron Emirates Contracting & Mfg Hollow Core Boundary Wall

48 Fertile 2 Ammonia/ Urea Expansion Project Fertil, Ruwais Fertilizer Industries UHDE Samsung Engineering Co. LTD. Precast Trensh Cover & Precast Lighting Pole Foundations

49 New Administration Building for Fertil at Ruwais ADNOC N/A Code Contracting Company (L.L.C) Hollow Core Slabs

50 Apartment Hotel Mr. Mohamed Al Mansori Hannover Consulting Engineering Almansouri 3B Hollow Core Slabs

51 Al Bakhet Resort Mr. Hessa & Bakheta M. Khaled Al Mansoori JIDAR Engineering Consultant Saqar Al Badeiya General Contracting Precast Concrete Elements

Exeed Precast L.L.C

Sr. Project Name Client Consultant Main Contractor Scope Of Work

52 7 Villas Compound Al Nahyan Area Bloom Properties Architectural & Engineering Consultant Al Sahel Technical Facilities Co. L.L.C Precast Concrete Elements

53 Industrial Complex in Mussafah Emirates Link Contracting Establishment Architectural Consulting Group (ACG) Emirates Link Contracting Establishment Precast Concrete Elements

54 Mosque Mr. Abd El Rahem Hussein Khory Amial Engineering Consultants Stars General Contracting Co. L.L.C Hollow Core Slabs

55 Majles Abdulla Mohair Abdulla Mahan Al Ketbi Al Ain Consulting Engineers Capriole Construction Co. L.L.C Hollow Core Slabs

56 Majlis Building at Mussafah Private Majlis City PlanCivil Engineering & Contracting Co.

(L.L.C) Civilco/ IMECO

Precast Concrete Elements

57 H.J Private Villa Mr. Haji Khoori Consulting Engineering GroupOrient House For Develpoment &

Construction L.L.C. Hollow Core Slabs

58 Z.A Private Villa Mr. Zafir Alkathiri Mr. Zafir Al Kathiri Exeed Precast Hollow Core Slabs

59 Cemix Ready Mix FactoryRaw Material Storage

Cement Enterprises & Ready Mix

Cement Enterprises & Ready Mix Exeed Precast Hollow Core Slabs

60 A.M - Private Villa-HC Mr. Ahmad Al Muhairi Mr. Ahmad Al Muhairi Exeed Aswar Hollow Core Slabs

Sr. Project Name Client Consultant Main Contractor Scope Of Work

61 Farm Boundary Wall-HC Ahmed Saleem M.M. Al Janibi JIDAR Engineering Consultant Technicians Construction Hollow Core Slabs

62 Al Mansoor Farm House Mr. AL Mansoor Engineering Consultancy LLC Mansoor Transport & General Contracting Est. Hollow Core Slabs

63 P-135-Main Rectification Works for Saadiyat Construction Village Tourism Development & Investment Surbana Consultants PTE Code Contracting Co. Hollow Core Slabs

64 Louvre Museum Project TDIC Ateliers Jean Nouel Arabtec Precast Hollow Core Slabs

65 Fairmont Hotel Project-Abu Dhabi NIC Dewan Architect Arabtec Precast Hollow Core Slabs

66 Labour Accommodation at Maya Cap 145 Al Maya Resort Capriole Construction Co. L.L.C Precast Concrete Elements

67 Bawabat Al Sharq Phase 3-153 Villas Baniyas Investment & Development Company AECOM Middle East limited Royal International Construction Precast Concrete Elements

68 Bawabat Al Sharq Phase 2-Building Baniyas Investment & Development Company AECOM Middle East limited Royal International Construction Precast Concrete Elements

69 Construction of New Office Building GASCO ACTCO General Contracting Hollow Core Slabs

70 200 Units Staff Accommodation at Baraka Site, Abu Dhabi

Emirates Nuclear Energy Corporation (ENEC) Center Point Architectural Engineering International, Mechanical & Electrical

Co.W.L.L. (IMECO) Precast Concrete Elements

71 Al Bateen Camp Presidential Guard Presidential Guard Capriole Construction Co. L.L.C Hollow Core Slabs

72 HCS For Mosque Building at Sweihan Directorate of Military Works Directorate of Military Works Capriole Construction Co. L.L.C Hollow Core Slabs

73 Construction of Simulator Building at Mahawi Camp -Cap 167 Directorate of Military Works Directorate of Military Works Capriole Construction Co. L.L.C Hollow Core Slabs

72 Jindal Mcwane-ICAD I Mcwane Archtitectural Design and Decoration Gulf Erectrion Precast Boundary Wall

73 Emirati Housing Development Jebel Hafeet- Al Ain Tamouh Ambitions Unlimited Dorsch Gruppe DC Abu Dhabi Pal Technology Precast Concrete Elements

74 New Sweage Treatment Plany ADNOC ADNOC Granite Construction Company Precast Elements and Hollow Core Slabs

73 Emirati Housing Develpoment at Jebel Hafeet-150 Villas Tamouh Ambitions Unlimited Dorsch Gruppe DC Abu Dhabi Hitec Concrete Co. Hollow Core Slabs

74 Al Bateen Camp Presidential Guard Presidential Guard Capriole Construction Co. L.L.C Precast Elements

75 CMW-11121-C001 Directorate of Military Works Directorate of Military Works Arabtec Precast Hollow Core Slabs

Projects Gallery

Exeed Precast L.L.C

Exeedd Precasst L.L.C

Al Dhafr

ra Worker

rs Village

Exeedd Precasst L.L.C

Al Dhafr

ra Worker

rs Village

Exeedd Precasst L.L.C

Al Dhafr

ra Worker

rs Village

Exeedd Precasst L.L.C

Al Dhafr

ra Worker

rs Village

Exeedd Precasst L.L.C

Al Dhafr

ra Worker

rs Village

Exeed Precast L.L.C

200 Units Staff Accommodation at Baraka Site, Abu Dhabi

Exeed Precast L.L.C

200 Units Staff Accommodation at Baraka Site, Abu Dhabi

Exeed Precast L.L.C

Al Sila'a Villas, Western Region, UAE

Exeedd Precas

Al

st L.L.C

l Ghadeer A

DevelopmAnd Comm

ment Phasmunity Fac

e 1 Residecilities G+

ential, Ret+4

tail

Exeedd Precas

Al

st L.L.C

l Ghadeer A

DevelopmAnd Comm

ment Phasmunity Fac

e 1 Residecilities G+

ential, Ret+4

tail

Exeed Precast L.L.C

Siemens Head Quarters Masdar City, Abu Dhabi

Exeed

Ruw

d Precas

wais Housi

st L.L.C

ing Comp

plex ExpanRuwai

nsion Phasis Shoppin

se (III), Deng Mall

esign & C

Constructio

on of

Exeedd Precasst L.L.C

AbAl S

bu Dhabi Fhamkha, A

Future SchAl Shawam

hool Progrmekh, Ban

ram niyas

Exeedd Precasst L.L.C

AbAl S

bu Dhabi Fhamkha, A

Future SchAl Shawam

hool Progrmekh, Ban

ram niyas

Exeed Precast L.L.C

Abu Dhabi Centre for Technical & Vocational Education & Training

Exeed Precast L.L.C

Abu Dhabi Centre for Technical

&

Vocational Education & Training

Exeed

Ruw

d Precas

wais Housi

st L.L.C

ing Comp

plex ExpanRuwai

nsion Phasis Shoppin

se (III), Deng Mall

esign & C

Constructio

on of

Exeedd Precasst L.L.C

Bloom

m Gardens

Project

Exeedd Precasst L.L.C

Bloom

m Gardens

Project

Exeedd Precasst L.L.C

Ritz

-Carlton H

Hotel

Exeedd Precasst L.L.C

Ritz

-Carlton H

Hotel

Exeedd Precasst L.L.C

H.M. P

rivate Com

mpound

Exeedd Precasst L.L.C

H.M. P

rivate Com

mpound

Exeedd Precasst L.L.C

Al Fala

H.M. P

ah Commu

rivate Com

unity Dev

mpound

velopment

Project

Exeedd Precasst L.L.C

Lab

bor Accom

mmodation

n at Al Ma

afraq

Exeed

Recr

d Precas

reation cen

st L.L.C

ntre, mini

market, sh

hops & of

city

ffices Al-N

Naser indu

ustries wor

rker's

Exeed

Recr

d Precas

reation cen

st L.L.C

ntre, mini

market, sh

hops & of

city

ffices Al-N

Naser indu

ustries wor

rker's

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A

Vo

Abu Dhabi

ocational

Centre fo

and Education

or Technic

n & Traini

cal

ing

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Brig

ghton Col

lege

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Ab

bu Dhabi P

Police GH

HQ in Al A

Ain

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Ba

akhet Reso

ort

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B2

2B Office

e Building

, Abu Dha

abi

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B2

2B Office

e Building

, Abu Dha

abi

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Arkan

Cement F

Factory

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Ce

emix Facto

ory

Photos of the Factory

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d Precasst L.L.C

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d Precasst L.L.C

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d Precasst L.L.C

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d Precasst L.L.C

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d Precasst L.L.C

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Location Map

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To Tartf, AI AI"..--..

~To Abudhabl

Dubal