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Company Profile
Exeed Precast L.L.C
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tice.
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
Quality M2.1 Genera2.2 Docum
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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
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5.4 Purcha5.4.1 5.4.2 5.4.3
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ne sample
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ve strength
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on
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m every 50
e shall be
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h test spec
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and recor
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ch shall be
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ent design
ive streng
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ceeds mor
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rd it.
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h batch
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ested in
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absorp
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Form con
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Reinforcin
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Correct in
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ictly be c
The QA
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ndition and
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nstallation
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olled mild,
med bars c
er type of r
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orrectly pl
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ment is req
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mill
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her and
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are of
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g and plac
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ete shall n
stributed i
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4. Inspe
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encement
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ment shall
ality and c
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be as shor
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m layers
oints.
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not to ex
Products
hly check t
lly to its r
nt regardin
by consul
ater shall
not excee
buckets o
ble in ord
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xceed 60
to ensure
requiremen
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ltant at th
be adjust
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er to avoid
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nts in all
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gned limit
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ng of prod
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etween
oss and
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o avoid
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sample
duction
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
2. Quality C
3. Precast M
4. Concrete
5. Repair P
6. Producti
st L.L.C
M
Prec
ilities/Scop
t
n
cture of Mou
inforcement
ion
eparation of
oncrete
oncreting in
bration
uring
nishing
ripping, Iden
o Site
ssurance
Control Pro
Moulds
e Batching
Procedures
ion & Erecti
Method
cast Co
Table
pe of Work
ulds
t
f Moulds for
hot weather
ntification a
ocedures dur
ion Toleran
d Statem
oncrete
e of Con
r Concreting
r
and Storage
ring Manufa
ces
ment for
Produc
ntents:
g
acturing
r
ction
Exeed
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produc
2.
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an
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3.
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pr
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sp
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Purpose
urpose of
ction, deliv
Responsi
Design dep
nd the prep
lanning D
actories to
Quality Dep
Equipme
teel Bar b
Overhead c
recast cast
Magnetic S
Batching P
Drilling Ma
Materials
ved mater
Concrete A
repared in
Aggregates
Reinforcem
roject spec
Mould Rel
pecificatio
st L.L.C
f this meth
very, and
ibilities/Sc
partment t
paration o
Department
o prepare m
partment t
ent
ending ma
cranes, Ca
ting tables
Shuttering
lant, Conc
achines, G
s
rials shall
Approved c
n Factory b
s are from
ment High
cifications
lease Age
ons.
hod statem
storage of
cope of W
to perform
of shop dra
t to prepar
moulds, an
to Inspect
achine, St
arriage Car
s, Vibratin
Systems,
crete trans
Grinders, W
be used a
concrete m
batching p
local sour
Yield De
s in accord
ent Appro
ment is to
f precast e
Work
m design
awings.
re the Met
nd casting
t, and Qua
teel Bar cu
r transport
ng Tables,
Column &
sport syste
Welding m
s per proje
mix design
plant.
rces in acc
eformed R
dance to B
oved Mou
o establish
elements.
calculatio
thod State
g of precas
ality Contr
utting mac
ters,
, Poker Vi
& Beam se
ems, shove
machine
ect specifi
n accordin
cordance t
Reinforcem
BS 4449 st
uld Relea
h the requ
ns, quanti
ement.
st element
rol of all w
chine
ibrators
emi auto.
els
ications, in
ng to proje
to BS 882
ment bars
td.
ase agent
uirements
ity, Calcu
ts.
works.
Molds
n particula
ect specifi
.
complyin
t as per
for the
ulations
ar:
cations
ng with
project
Exeed
�Pr
4
5. 5.1. MTo pro
shown
5.2. St
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sp
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se
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ag
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be
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dr
5.3. Pr
A dail
approv
foreca
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re-stressin
16 std. com
ProductioManufactuovide / fab
n in the app
teel Reinf
re-stressed
A 416 st
pecificatio
teel mill
eparate fil
torage of r
teel Reba
round leve
teel rebar
ggressive
Bending ofteel rebar
ent cold b
All bendin
rawings, a
roduction
ly produc
ved work
st issued b
st L.L.C
ng Strands
mplying w
on ure of Moubricate all
proved sh
forcement
d strands o
tandards,
ons shall b
certificate
e for chec
reinforcem
ar shall be
el or on co
shall be p
materials.
f reinforceshall be
y mechan
ng dimen
and specifi
n
ction fore
ks program
by the proj
s Approv
with projec
ulds necessary
op drawin
t
of 9.53mm
and rein
be obtained
es shall b
cking, and
ments, and
e covered
oncrete pla
properly p
.
ement: cut from
nical bendi
sions sha
fications.
cast shall
m, and a
jects depa
ed Seven
ct specific
y number
ngs, and pr
m or 12.7m
nforcemen
d from an
be kept a
easy refer
d strands:
d, and stor
atform.
protected f
bars free
ing machin
all be in
l be prep
according
artment.
Wire low
cations.
of steel fo
roject spec
mm nomin
nt steel
approved
long with
rence.
red on pl
from dust,
from ben
ne or man
accordan
ared by t
to the
w relaxati
orms base
cifications
nal diamet
complyin
d source.
h the deli
latforms, 2
humidity
nds or oth
nual means
nce with
the factor
weekly d
ion to AS
d on dime
s.
ter as per
ng with
ivery note
20cm abo
y, salts, an
her damag
s.
approved
ry based
delivery/e
STM A
ensions
ASTM
project
es in a
ove the
d other
ges and
d shop
on the
erection
Exeed
5.3
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ag
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ch
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sy
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w
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sh
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.1 Prepa
he forms
gent.
Reinforcing
hecked for
he mould
where the e
rawings b
ystems. W
he number
he mould
he re-asse
ght angle
asting.
.2 Concr
Concrete sh
Mix design
As soon as
emperature
mmediatel
e recorded
f the tempe
total 9 No
where each
A record of
hall be kep
st L.L.C
aration of
shall be
g steel as
r spacing,
d side form
elements’
by weldin
Whichever
r of elemen
joints sha
embled mo
es on the
rete
hall be pre
n shall be a
s concrete
e and conc
ly, a slum
d by Mater
erature an
s. from da
h cube shal
f all the cu
pt in a sep
Moulds f
cleaned,
ssemblies
and cover
ms/shutter
dimensio
ng and/or
is conven
nts to be c
all be seale
oulds shal
corners t
epared as p
as approve
e is ready
crete temp
mp test sha
rial Testin
nd slumpag
aily produ
ll be mark
ubes and c
parate file.
for Concr
assemble
shall be
red to mak
rs shall b
ons are ma
r magneti
nient for th
cast and li
ed water ti
ll be check
to ensure
per projec
ed by the C
y in the f
perature sh
ll be carri
ng Technic
ge are fou
uctions) sh
ked with a
correspon
reting
ed and co
put in p
ke them re
e assembl
arked with
c shutter
he produ
fting posit
ight with a
ked for dia
the corre
ct specifica
Consultan
factory, it
hall be obs
ied out. A
cians.
und within
hall be pre
serial num
ding elem
oated with
place on
eady for c
led on the
h respect
systems
ction activ
tion.
a sealant (
agonal me
ectness of
ations.
nt.
ts time ex
served.
All these ob
n the limits
epared by
mber, and
ments prod
h mould
the mould
oncreting.
e casting
to the ap
and/or n
vity, cons
(silicon).
easuremen
f the mou
xplants, a
bservation
s, concrete
y lab techn
date.
duced, on t
release
ds and
.
tables,
pproved
nut/bolt
idering
nts, and
uld for
ambient
ns shall
e cubes
nicians,
the day
Exeed
•�O
th
•�T
ke
cu
5.3
The tem
special
measu
•�A
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fr
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fl
co
pr
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5.3
Vibrat
of the
the con
•�H
•�V
sh
C
d Precas
Out of six t
hree for 28
he cubes
ept spare i
ube file fo
.3 Concr
mperature
l measure
ures shall i
All forms s
Cement and
rom direct
Cooled wat
aked ice
ontrol to
rescribed l
Reinforcem
.4 Vibra
tion of the
reinforce
ncrete. Th
Horizontal
Vertical vib
hall be in
Concrete.
st L.L.C
test cubes,
8 days.
shall be c
in factory
or record.
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
his is norm
vibration:
bration: B
nserted an
, three sha
rushed in
laborator
hot weath
oncrete at t
taken to c
ut not be li
otected fro
ate stockpi
be used fo
added. Th
he total a
l be protec
concrete sh
d accessori
mally done
: By plate
By vibrati
nd remove
all be cure
the labora
ry. The cru
her
the time o
control th
imited to t
om direct
iles of rea
or mixing
is procedu
amount o
cted from
hall be do
ies and to
e in two wa
vibrators
ing poker
ed slowly
ed for seve
atory, in w
ushing res
of placing
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
y but shal
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
y compac
g table.
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
With t
mould
Also e
preven
face.
5.3
All cur
•�N
cl
fo
a)
b)
c)
Additi
minim
•� St
be
Specia
that st
least 3
harden
a)
b)
c)
d Precas
the above
d.
excess wa
nted. The t
.5 Curin
ring proce
Normal Cu
loth, and w
or a minim
)�3 days f
)�4 days f
)�5 days f
onally, th
mize loss of
team curin
e done in
al enclosur
tarts at am
3 hours af
n. The stea
)�Steam s
increase
)�The tem
)�The tem
by gradu
st L.L.C
e combina
ater, air po
top surfac
ng
edures sha
uring invo
wetting th
mum of:
for 15cm &
for 26cm &
for 40cm &
he precast
f water fro
ng (option
an enclosu
res shall b
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
ed with ta
. Steam a
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
nd honeyc
y to achie
uirements.
surfaces
y water an
with polyet
atmospher
d heat loss
for steam
n shall be
e to allow
owing seq
ered cham
s’ time.
hours.
5 to 50 in
ll corners
combing w
eve a smoo
with a H
nd keepin
thylene sh
ric pressur
s.
curing op
e commen
w the conc
quence:
mber in o
n one hour
of the
will be
oth fair
Hessian
ng it so
heets to
re shall
peration
nced at
crete to
rder to
r’s time
Exeed
d)
Total t
curing
5.3.6
The to
bondin
(depth
The pr
finish
5.3.7
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time of st
g shall be a
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op surface
ng betwee
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recast ele
on the oth
7 Strippi
After stre
shall be in
the date o
The elem
stored unt
A separat
elements
handling.
Vertically
In case ofbe used bQC enginshape, craAfter QCbe loaded
st L.L.C
st elemen
on is comp
team appli
adjusted so
ing
e of the sl
en Filigree
hness on d
ements sha
her sides.
ing, Ident
ength verif
ndelibly m
of casting.
ents shall
til they rea
te area w
shall be
y stored el
f horizontaelow the eneer shall acks, spall
C approvald on trailer
nt shall
plete.
ication sh
o as to atta
abs shall
e Slab, an
deck surfac
all have t
tification
fication, th
marked wi
then be s
ach the de
will be arr
stored w
ements sh
al storage element to check thling, generl, the desir, and disp
be cover
hall be for
ain the req
be finishe
nd Cast in
ces shall b
trowel fin
and Stora
he forms s
ith a speci
hifted to t
esired stren
ranged as
with prop
hall be giv
on groundo avoid damhe fully cral defectsignated prpatched.
red overn
7 hours.
quired stre
ed rough i
n Situ par
be around
nish on on
age
shall be st
ific name
the storage
ngth.
storage f
per care t
ven special
d, packingmage.
cured and s, and verirecast mem
night afte
Holding p
ength at re
in order to
rt of slabs
5 mm (2-4
ne side, a
tripped an
as per sh
e area wh
for each
to avoid
l support.
g materials
ready eleify loadingmbers sha
er the ste
period for
elease.
o facilitat
s. The am
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and mould
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here they s
project, a
damage
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ements fog procedurall be allo
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r steam
te good
mplitude
HC).
d stuck
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ng, and
shall be
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during
od shall
or size, res. wed to
Exeed
6.
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Delivery
Adequate
elements,
damage.
The proje
forecast f
element o
Daily coo
the delive
Elements
depending
Elements
with spec
The Main
sites
Necessary
offloading
The area o
before un
Following
without d
Final insp
Wooden o
the precas
The preca
the precas
st L.L.C
to Site
care sha
so as t
ects depa
for the del
on the sche
ordination
ery, and er
shall be
g upon the
shall be w
ial stands
n Contract
y cranes w
g, and erec
of erection
loading th
g measure
damage.
pection for
or polysty
st element
ast elemen
st element
all be take
o ensure
artment /
livery, in
eduled ere
between
rection sch
transport
e element
well prop
shall be u
tor shall p
with suffi
ction work
n and the
he precast
es shall be
rms shall b
yrene supp
ts.
nts shall b
ts from tilt
en in han
that they
Site Man
order to
ection date
the factor
hedules m
ted on fla
size, and t
pped again
used for de
provide p
icient cap
ks as per t
range of t
elements
e taken to
be provide
ports shal
be braced
ting over w
dling, and
y reach
nagement
ensure the
e.
ry and Pro
atch with
at bed trai
type.
nst any mo
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roper acc
acity shal
the approv
the crane b
at the site
ensure de
ed with ev
l be provi
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when the t
d transpor
their dest
shall pr
e delivery
oject engi
the appro
ilers or A
ovement d
large elem
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ll be arran
ved progra
boom shal
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elivery of
very delive
ided to en
ial belts (
trailer take
rting the p
tination w
repare a w
y of the re
ineer will
ved progr
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during tra
ments.
ur trailers
nged on s
ams.
ll be check
f elements
ery.
nsure stab
(Ties) to p
es a turn.
precast
without
weekly
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ensure
ram.
trailers
ansport,
to the
site for
ked for
s at site
ility of
prevent
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To en
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Quality
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7.3. Pr
Before
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Wooden p
contact.
The traile
limitation
Site forem
Precast el
by the M
position d
On unload
recorded i
Care shal
avoid dam
Quality A
eneral
nsure the
nts, follow
ds maintain
uality Co
y Contro
ponding t
ept in the q
recast Mo
e each cast
Dimensio
st L.L.C
planks sha
ers shall be
ns.
man shall
lements sh
Main Con
depending
ding at sit
in the erec
ll be exerc
mage to ad
Assurance
best stand
wing quali
ned.
ontrol Pro
ol should
to each el
quality con
oulds
ting, the p
on, and det
all be plac
e loaded i
supervise
hall be eith
ntractor an
on the sit
te, the num
ction sche
cised whil
djacent ele
e
dards for
ity assuran
ocedures d
d be re
lement, du
ntrol file f
precast mo
tails accor
ced betwe
in accorda
the unloa
her stored
nd/or be
te conditio
mber of pr
dule.
le placing
ements.
productio
nce progra
during M
corded i
uly signed
for future
oulds shall
rding to th
een vertica
ance with
ading of pr
d on site at
installed
on.
recast elem
g the preca
on, storag
am shall b
Manufactu
in an in
d by the Q
reference.
l be check
he approve
al element
the traffic
recast elem
t designate
directly
ments shal
ast elemen
ge, supply
be implem
ring
ndividual
Quality C
.
ked for the
ed shop dr
ts to avoid
c regulatio
ments at th
ed area pr
into thei
ll be verifi
nts on gro
y of the p
mented, an
identity
ontrol En
e following
rawings
d direct
ons and
he site.
rovided
ir final
ied and
ound to
precast
nd daily
sheet
ngineer,
g:
Exeed
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Quality
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7.4. Co
Follow
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7.5. Re
Repair
and re
to stor
After p
inspec
approv
d Precas
Mould ass
Reinforcin
specificat
y Control
ed and sig
oncrete B
wing shall
Mix desig
Slump
Concrete
concrete t
Cube cast
day's prod
serial num
days.
Water cur
epair Pro
r categorie
instatemen
rage areas
placing of
t the wo
ved repair
st L.L.C
sembly
ng steel
tions
l Enginee
n the chec
Batching
be checke
gn: Wheth
temperatu
temperatur
ting: Whe
duction co
mber and d
ring: Type
ocedures
es shall be
nt of corn
or during
f precast c
rk, and a
procedure
accordin
er shall ti
ck list slip
ed for each
her it is acc
ure: Whe
re is abov
ether mini
oncrete. W
dated, cure
e and perio
e used to d
ners or edg
erection w
concrete m
any repair
e.
ng to the
ick mark,
p with date
h batch:
cording to
ether chill
ve 32°C
imum of 9
Whether th
ed and cru
od shall be
define the
ges resulti
works on s
members i
ring work
e approv
commen
e to clear t
o project sp
led water
9 cubes ha
hese cube
ushed for d
e monitore
repair, of
ing from s
site.
in stock y
k shall b
ed shop
nt on all
the mould
pecificatio
is added
ave been
es have be
de-moldin
ed.
f non-struc
stripping,
ard the Q
e done a
drawing
the items
for castin
ons
d to batch
taken from
een marke
ng, 7 days
ctural blem
lifting, ha
C enginee
according
s, and
s to be
ng.
hing, if
m each
ed with
and 28
mishes,
andling
er shall
to the
Exeed
7.6. Pr
PCI M
interna
of pre-
d Precas
roduction
Manual 12
ational sta
-stressed e
st L.L.C
n & Erecti
20-99 cha
andards to
elements.
ion Toler
apter 8, P
accommo
rances
PCI manu
odate any
ual 135-00
tolerances
0 shall be
s in produ
e referred
uction & e
d to as
erection
Exeed Met
1.
2.
3.
4.
5.
6.
7.
8.
9.
d Precas
thod Sta
Introductio1.1. Com1.2. Pur1.3. Scop1.4. Refe1.5. Personnel’ Receiving I3.1. Rec3.2. Insp
Production4.1. Pro4.2. Cas4.3. Pre-4.4. Exe
Quality Co5.1. Insp5.2. Insp5.3. Fina
Curing Repairing
Loading an
Process Flo
st L.L.C
atemen
on mpany Profirpose pe of Work erence
’s Responsi
Inspection ceiving Inspepection/Test
n duction Proting Comme-stressing Fo
eed Precast S
ontrol/Assupections Befpection durial Inspection
of Element
nd Delivery
ow Chart
nt for PrHollow
Table
ile
ible
ection of Mat of Concret
ocedure ences orces Scope of Wo
urance fore Castinging Castingn after Cast
ts
y
roductiow Core
e of Con
aterials e Mixes and
ork
g (Pre-stress
ting
on, Store Slabs
tents:
d Cubes
ing of Stran
rage &
nds)
Deliverry of
Exeed
1. 1.1. Exeed
of prec
1.2. To def
1.3. Produc
1.4. Contra
2. Prepar
Appro
Implem
3.
3.1.
The re
concre
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and,
d Precas
Introduct
Compan
d Precast L
cast concr
Purpose
fine the m
Scope of
ction, stor
Referenc
act, Projec
Personne
ration and
val
mentation
Receiving
Receivin
eceiving in
ete elemen
ment:
ment is rec
ment will b
ment will
, chemical
st L.L.C
tion
ny Profile
L.L.C is sp
rete compo
ethod of p
f Work
rage, deliv
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ct Specific
el’s Respo
Updating
g Inspecti
ng Inspect
nspection
nts is as fo
ceived with
be visually
be tested
l paramete
pecialized
onents to m
production
very, and e
cations, an
onsible
g →
→
Pr
→
ion
tion of Ma
of all the
ollows:
h test cert
y inspected
in an ap
ers
d in design
meet high
n, storage,
erection of
nd Drawin
QC Man
Consultan
roduction
Construct
aterials
materials
ificate, an
d for colo
pproved in
n, producti
level of c
and deliv
f Hollow C
gs
nager (Exe
nt, Product
Planning E
tion Mana
s used for
nd delivery
r, and qua
ndependen
ion, delive
customer s
very of Ho
Core Slabs
eed Precas
tion Mana
Engineer
ger (Exee
the produ
y order.
antity.
nt laborato
ery, and e
satisfaction
ollow Core
s
st)
ager,
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uction of p
ory for p
erection
n
e Slabs
)
precast
hysical
Exeed
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testi
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inde
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3.2. Cubes
The te
standa
4. 4.1 Produc
the pro
d Precas
gregate and
the aggreg
cks will be
ve analysis
quired test
ing labora
ter:
water use
chemica
ependent l
ands:
strands u
very notes
cro Silica:
cro Silica
results ap
Inspecti
will be m
est for mix
ards. Samp
Productio
Producti
ction plan
oject sched
st L.L.C
d Sand:
gates and
e carried o
s will be c
ts will be
tories
ed to make
al analysi
aboratory
used for p
s
is receive
proved by
ion/Test o
made, to ch
xes will be
pling will
on
ion Proce
nning engi
dule, deliv
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carried out
e conduct
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s of wat
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y independ
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e carried o
be done a
edure
ineer prep
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e received
ch size of
t at regula
ted throug
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ter sampl
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with delive
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te Mixes
e-molding
out accord
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pares the p
erection se
along wit
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ar intervals
gh approv
conformin
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received w
ery notes,
atory.
and Cube
g strength
ding to the
standard p
production
equence.
th a delive
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s.
ved indep
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ne throug
with mill
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es
for each c
e requirem
procedures
n plan in
ery note.
eceived.
pendent m
E Standard
gh an ap
certificate
certificate
casting bed
ments, and
s
accordanc
Visual
material
ds
pproved
es, and
es, and
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d as per
ce with
Exeed
The r
comply
The st
full len
4.2 QC in
stressin
machin
bed of
movin
As per
the we
Along
effecti
The ca
strengt
4.3 When
diamon
cutting
bed, an
before
Specia
drilling
d Precas
reinforcem
ying with
trands are
ngth of ca
Casting
nspectors
ng sheet
ne. The c
f standard
ng and tran
r the desig
et concrete
with cas
vely. The
asted slabs
th for tran
Pre-stres
the conc
nd tipped
g list and r
nd is insp
transferri
al slabs (le
g etc. will
st L.L.C
ment used
ASTM A
stressed t
sting bed
Commen
ensure th
as the ca
casting tak
d width 1.
nsforms in
gn larger
e.
sting, the
e cover to
s are left o
nsferring
ssing For
crete achi
water co
removed f
ected for
ing to stoc
esser widt
l be done i
d in Hol
A416.
to approx
before.
nces
hat the st
asting of h
kes place w
.2m, the m
nto the sha
openings
e slab is
be remov
on the cas
rces
eves the
ooled cutti
from bed.
cracks, sl
ck yard.
th) are ma
in the cutt
llow Core
imately 7
tressing i
hollow co
while the m
machine r
ape of holl
and expo
covered
ved only
sting bed,
required
ing saw, t
After cut
ippage of
ade in the
ing yard i
e slabs a
0% of the
s done a
ore slab i
machines
receives a
low core s
osing of st
with insu
when the
till the co
strength,
the slab w
tting the sl
f strands an
e area assi
f it is spec
are pre-s
eir breakin
according
is done w
is moving
a semi dry
slab.
trands if a
ulation sh
slab is re
oncrete ac
distressin
will be the
labs the sl
nd any oth
igned. Sm
cified.
tressing
ng load ov
to the re
with an Ex
g along a
y concrete
any are m
heets for
eady for c
chieves suf
ng is don
en cut as p
lab is lifte
her irregu
mall cutout
strands
ver the
elevant
xtruder
casting
e while
made on
curing
cutting.
fficient
ne with
per the
ed from
ularities
ts, core
Exeed
4.4 The pr
list. Th
the Co
horizo
days an
5. 5.1. The str
Before
over th
The po
Elonga
+ or –
Strand
5.2. The pr
slabs a
•�The
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•�The
rec
•�Ens
d Precas
Exeed P
roduction
he expose
orrosion. S
ntally usin
nd covere
Quality C
inspecti
rands are u
e casting s
he full len
osition of
ation of st
5%
d pattern fo
Inspecti
roduction
and inspec
e concrete
sted bed is
e product
orded.
sures all o
st L.L.C
Precast Sc
foreman e
d ends of
Slabs will
ng soft tim
ed with hes
Control/A
ions Befor
used for p
strands are
gth of cas
strands se
trands is v
or each be
ion durin
foreman s
cts the foll
e is checke
s covered
tion forem
other proce
cope of W
ensures th
the strand
then take
mber. The
ssian Clot
Assurance
re Castin
pre-stressin
e stressed
ting bed.
ecured by a
verified wi
ed is inspe
ng Casting
supervises
lowing
ed for acce
properly u
man check
esses care
Work
at slabs ar
ds are coat
to stockya
e slabs are
th and poly
e
g (Pre-str
ng strands
to approx
a strand gu
ith the calc
ected again
g
s the entire
eptance. (E
using insu
ks the sta
carried ou
re made as
ted with p
ard and st
e then wat
ythene she
ressing of
s will com
ximately 7
uide in the
culated va
nst the app
e process
Either too
ulation she
arting time
ut as per th
s per the a
paint for p
tacked one
ter cured f
eet
f Strands)
mply with A
70% of the
e Extruder
alues and i
proved dra
of casting
dry or too
eets
e and fin
he proced
approved C
rotection
e above th
for a perio
)
ASTM A4
eir breakin
r machine
it shall be
awings.
g of Hollow
o wet)
nishing tim
dure
Cutting
against
he other
od of 3
416
ng load
e.
within
w Core
me and
Exeed
5.3. After c
strengt
The cu
strengt
Once t
markin
Each e
•�Pro
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•�Dat
QC in
dimen
Inspec
proced
All cu
per the
The qu
inspec
Visual
withou
6. Immed
sheet f
Steam
climati
d Precas
Final In
casting the
th.
ubes take
th.
the cubes
ngs on the
element is
oject code
d number
te of castin
nspects ea
sions are w
ction readi
dure.
ut outs, dri
e drawing
uality con
tion slabs
l checks a
ut defects
Curing
diately aft
for effectiv
curing fo
ic conditio
st L.L.C
nspection
e slabs wi
en during
strength r
e slabs wil
marked w
and Elem
on which
ng
ach slab
within the
ings are ta
illing of h
and inspe
ntrol inspe
that are c
are to be
are delive
fter casting
ve curing.
for approx
ons. Slabs
after Cas
ll be left c
casting i
reaches th
l be made
with:
ment numb
the eleme
for their
e accepted
aken for ra
holes (if m
ected.
ector inspe
conforming
done at th
ered.
g the hol
x. 4 hrs w
s get wate
sting
covered un
is crushed
he requirem
e
er
ent is caste
dimensio
tolerance
andom sam
mentioned
ects the sl
g to all req
he time o
llow core
will be ap
ered during
ntil the co
d, and co
ment, dist
ed
ons and
es.
mples and
in the sco
lab as per
quirement
f loading
slabs are
pplied as
g cutting,
ncrete rea
onfirmed f
tressing is
approves
records m
ope of wo
the stand
ts will be m
to ensure
e covered
per the r
and befor
aches its re
for the re
carried o
only wh
maintained
ork) are m
dard form.
marked gr
e that only
with ins
requireme
re transpor
equired
equired
ut, and
hen the
d as per
made as
After
reen.
y slabs
sulation
ent and
rting to
Exeed
stocky
a firm
Slabs i
The ho
and de
7. Hollow
All co
proced
8. All loa
Once
erectio
Slabs a
Proper
All ele
hooks.
The co
materi
Loadin
erectio
The tr
rules a
The dr
d Precas
yard, as ini
ground to
is then cov
ollow core
elivery.
Repairin
w core slab
smetic rep
dures
Loading
adings to b
the curing
on departm
are loaded
r wooden
ements in
.
ontact poin
als to avo
ng forema
on sequenc
railer drive
and regula
river will b
st L.L.C
itial curing
o avoid any
vered with
e slabs are
g of Elem
bs is repai
pairs is do
and Deliv
be done af
g is comp
ment, the l
d into the f
support is
the traile
nt betwee
id damage
an ensures
ce and also
er checks
ations.
be provide
g have sta
y cracks r
h hessian c
e water cu
ments
ired for m
one in the
very
fter compl
pleted, as
oadings ar
flat bed tra
s provided
r are secu
n the elem
es.
s that the
o in a safe
the load
ed with sit
arted. Slab
resulting d
cloth and p
ured for 3
minor defec
stockyard
leting the
per the
re made.
ailer using
d for seatin
ured with
ments and
elements
e manner.
for safety
te route m
bs are to b
due to unev
polythene
days excl
cts only
d using ap
stipulated
sequence
g overhead
ng of the e
chain slin
slings are
loaded ar
y conditio
map and the
be kept in
ven stacki
e sheet
luding the
pproved re
d curing tim
of load p
d cranes, a
elements o
ngs tighten
e to be pro
re in acco
ns and fo
e delivery
the stocky
ing.
e date of c
epair mate
me.
provided
and with s
on the trail
ned to the
otected wi
ordance w
ollows the
y notes.
yard in
casting,
erials &
by the
slings.
ler.
e trailer
ith soft
with the
traffic
Exeed
When
the site
It is t
access
9.
d Precas
the driver
e in charg
the respon
for the tra
Process F
st L.L.C
r reaches t
e should t
nsibility o
ailer to the
Flow char
the site he
take care o
of the ma
e site prem
rt
Applyin
Fixing
Fillin
Cu
Co
Checkin
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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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Location Map
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To Tartf, AI AI"..--..
~To Abudhabl
Dubal