PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
1
Questionnaire and Proposal for
Contractors’ All Risks Insurance No
1. Title of contract (if project consists of several sections, specify section(s) to be insured.)
2. Site Country/Province/District City/Town/Village
3. Name and address Of principal
4. Name(s) and address(s) of contractor(s)’
5. Name(s) and address(es) of subcontractor(s)’
6. Name and address Of consulting engineer
7. Description of contract work? (Please give detailed technical information. 1)
Dimensions (length, height, depth, Spans, number of floors)
1 If necessary on a separate sheet.
2 For harbours, piers, docks, tunnels, galleries, dams, roads, airports, railway facilities, sewerage and water supply systems and bridges, see additional questionnaires.
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Type of foundation and level
of deepest excavation
Construction method
Construction materials
8 Is the contractor experienced in this type of work or construction method?
Yes No
9 Period of Insurance Commencement of work
Duration of construction months
Date of completion
Maintenance period months
10. What work will be done By subcontractors?
11. Special risks Fire explosion? Yes No
Flood, inundation? Yes No
Landslide, storm, cyclone? Yes No
Blasting work? Yes No
Other risks
Volcanism, tsunami? Yes No
Have earthquakes been observed in this area? Yes No
If so, please state intensity (Mercalli) magnitude (Richter)
Is the design of the structure to be insured based Yes No
on regulations for earthquake-resistant structures
Is the design standard higher than that stipulated
In the relevant regulations ? Yes No
12. Details of subsoil
rock gravel sand clay filled ground
Other subsoil conditions
Do geological faults exist in the vicinity ? Yes No
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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13. Ground Water
Level below grade m
Ft
14. Nearest river, lake, sea, etc., Name
Distance
Levels Low water Mean water
Highest ever recorded Date
15. Meteorological conditions Rainy season from to
Max rainfall (mm)
per hour per day per month
(in)
Storm hazard minor medium high
16. Are extra charges for overtime, night work, work on public holidays to be included?
Yes No
Limit of indemnity
17. Is third party liability to be included? Yes No
Has the contractor concluded a separate policy for TPL Yes No
Limit of indemnity
18. Details of existing buildings or surrounding property possibly affected by the contract work (excavating, underpinning, piling, vibrating, ground water lowering, etc.,)
19. Are existing buildings and/or structures on or adjacent to the site, owned by or held in care, custody or control of the contactor(s) of the principal, to be insured against loss or damage arising as a direct or indirect consequence of the contract work
Yes No Limit of indemnity
Exact description of these buildings/ structures.
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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20. State hereunder the amounts you wish to insure and the limits of indemnity required (see policy wording, Section 1, Memo 1, and Section II)
Currency
Section I Material damage
Items to be insured Sums to be insured
1. Contract work
(permanent and temporary
work, including all materials
to be incorporated herein)
________________________
1.1 Contract price
1.2 Materials or items supplied by the principal (s)
2. Construction plant and equipment
3. Construction machinery (please attach list)
4. Clearance of debris
Total sum to be insured under Section I:
Special risk to be insured Limit of indemnity3
Earthquake, volcanism, tsunami
Storm, cyclone, flood, inundation,
landslide
Section II Third party liability
Item to be insured Limit of Indemnity4
1. Bodily injury ________________________
1.1 Any one person
1.2 Total
2 Property damage
Total limit under section II
3 Limit of indemnity in respect of each and every loss or damage and/or series of losses arising out of any one event. 4 Limit of indemnity in respect of any one accident or series of accidents arising out of any one event
We hereby declare that the statements made by us in this Questionnaire and Proposal are, to the best of our knowledge and belief, complete Executed at
and true and we hereby agree that this Questionnaire and Proposal forms the basis and is part of any policy issued in connection with the this
above risk. It is agreed that the Insurers are liable in accordance with the terms of the Policy only and that the Insured will not day of
lodge any other claims of whatever nature. The Insurers undertake to deal with this information in strict confidence. 20
Signature
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
5
Additional Questionnaire for the Construction of
Roads and Railway Facilities No.
1. Title of contract
2. Size
flat hilly mountainous
built-up area semi-built-up area open area
If project is in built-up or semi-built-up area, state distance from and type of nearest neighbouring structures
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Earthwork
Culverts, underpasses and overpasses
Base course / ballast
Wearing course / track system
Electromechanical equipment
Other work
Total value
4. Type of trace
highway country road municipal road
Number of lanes/tracks Dual carriageway? yes no
unsurfaced surfaced surfacing only
5. Technical data
Culverts, underpasses and overpasses1
Fills Cuts
Length km
Width m Max gradient % miles ft
Number precast cast in situ steel
Max span m
ft
Total length km
Max Height of single fill m
miles ft
Indication of slope Material to be filled in
Total length km
Max depth of single cut m
miles ft
Blasting work?
yes no Rock crushing ? yes no
Materials to be removed
1 For bridges complete Additional Questionnaire for the Construction of Bridges
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Superstructure Material Sub-base Base course Wearing course
Thickness cm
in
Compacted
Stabilized
Sleepers imported timber steel concrete
Level of ground water below grade min m
ft
6. Construction schedule (unless separate sheet is attached)
Component Execution dates, anticipated period of work (months)
Earthwork
Culverts, underpasses and overpasses
Base course/ballast
Wearing course / track system
Other work
Max. length of road under construction any one time2 km miles
7. Must traffic be maintained during construction ? yes no If so, please specify
8. Will the new road be open to traffic
before completion of wearing course ? yes no If so, please specify
9. To what extent might the contract
work be destroyed in one loss event?
10. What work will be done by
subcontractors?
11.
Which contractors will work independently of the insured at the site or in its immediate vicinity ? What work will be done by such contractors ?
12. Where are the offices, stores,
workshops, camps, etc located ? Where are construction plant and equipment and construction materials stored? Give details or attach drawings.
If contract provides for completed sections to be handed over individually,
please indicate on seperate sheet number of section, their lengths and anticipated dates of handing over.
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
7
Additional Questionnaire for the Construction of Bridges No.
1. Title of contract
2. Size
flat hilly mountainous
built-up area semi-built-up area open area
If project is in built-up or semi-built-up area, state distance from and type of nearest neighbouring structures
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Earthwork and approaches
Foundations
Piers and abutments
Falsework and cantilever formwork, etc
Superstructure and roadway
Other work (railing, lighting, installations etc)
Total value
4. Type of bridge
beam bridge arch bridge suspension bridge
truss bridge cable-stayed bridge
5. Technical data a. Superstructure
Length m
Width m ft ft
Number of spans Max length of span m
ft
Max height above grade m
ft
steel reinforced concrete pre-stressed concrete
post-tensioned concrete other (if so, specify)
b. Piers
Max height m concrete other materials (if so, specify)
ft
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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6. Construction of Superstructure
precast concrete members
Distance from works
km files
Transport by rail by lorry by barge
Assembly by mobile crane with traveling shutter
In free cantilever construction
cast in situ falsework travelling shutter
free cantilever
construction
incremental launching orthotropic plate
7. Type of foundation
caissons
Depth
m ft
piles
Depth
m ft
slabs
Depth
m ft
8. Details of subsoil Attach soil strata diagram
9. Ground water Level below grade
m ft dewatering required
Quantities of water to be removed m3/s
Reserve capacity of pumps m3/s
Pumps are driven electrically by combustion engines
Electric power supply off the main by site generator(s)
10. Bridge over body of water
river lake bay other (if so, specify)
Name of body of water
tidal non-tidal
High and low water levels Observation period years months
Normal in dry season m ft
Normal flood
Highest ever recorded m ft
Date
Flow rates Observation period years months
Normal in dry season m3/s
Normal flood discharge m3/s
Highest ever recorded m3/s Date
Protection from flood damage
cofferdam Height above normal m Dimensioned for
flood level ft return period of years
filled sheet pile wall cellular cofferdam other
Interior bracing of Cofferdam yes no
diversion channel
Discharge m3/s
Is risk of flooding reduced by upstream dams ? yes no
Details Is there a flood
Warning system yes no
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Time lapse between warning and
Time when flood reaches site hours
11. Construction schedule (unless separate sheet is attached)
Component Execution dates, anticipated period of work (months)
Site installations and temporary work
Earthwork and approaches
Flood protection facilities
Foundations
Piers and abutments
Superstructure and roadway
Other work (railing, lighting, installations, etc.,)
12. Must traffic be maintained during construction of the bridge?
yes no
Details
13. To what extent might the contract work be destroyed in one loss event?
14. What work will be done by subcontractors?
15. Which contractors will work independently of the insured at the site or in its immediate vicinity? What work will be done by such contractors?
16.
a. Where are the offices, stores, workshops, camps, etc., located? Where are construction materials stored? Give details or attach drawings. b. To what extent will these facilities be protected against flood? Give details
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Additional Questionnaire for the Construction of Harbours Breakwaters, Quay Accommodations, Piers, Docks No.
1. Title of contract
2.
Site river mouth coast river
lagoon bay lake
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Dredging
Excavation
Filling
Breakwaters
Quay walls
Piers
Warehouses, silos, office buildings
Road and railway facilities
Supply lines (gas, water, electricity, telephone, etc.,)
Technical installations (cranes, elevators, etc.,)
Other work
Total value
4. Type of harbour
commercial military sports other
Specify
5. Type of quay/pier
passenger traffic bulk material containers other
Details
6. Technical data a. Breakwaters
Type rock fill concrete blocks/tetrapods caissons
sheet piling other
Dimensions Length
m ft
Top width
m ft
Base width
m ft
Maximum depth of water m ft
Other particulars
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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b. Piers/quays Number of piers / quays Top of piers above
water mark-ean highM
m ft
sheet-pilled Sheet pile wall
backfilled with sand concrete
other
caisson round; diameter
m ft
square; length m ft
Width m ft
cast in situ
cast in dock
Pulled into final position
by barge by winch
on piles made of timber steel concrete
Capped by
in-situ concrete precast beams
If other methods, specify
7. Traffic links
rail road both
8. Buildings / structures
sheds warehouses terminals club houses
railway stations offices tank farms other
Details
9. Natural hazards
monsoon tropical storms (hurricane, typhoon, cyclone)
Maximum rainfall per month mm in
per hour mm in
Observation period years
Max wind velocity km/h
mph Observation period years
Main wind direction
Has the area been subject to
Flood or tidal waves Height
m
ft Observation period years
Direction Frequency
Protective measures
10. To what extent might the
contract work be destroyed
in one loss event ?
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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11. Construction schedule
(unless separate sheet is
attached)
Component Execution dates, anticipated period of work
(months)
Site Installations and temporary work
Dredging
Excavation
Filling
Breakwaters
Quay walls
Piers
Warehouses, silos, office buildings
Road and railway facilities
Supply lines (gas, water, electricity, telephone, etc)
Technical installations
(cranes, elevators, etc.)
Other work
12. What work will be done by
subcontractors?
13. Which contractors will work
independently of the
insured at the site or in its
immediate vicinity?
What work will be done by
such contractors
14. a. Where are the offices,
stores, workshops,
camps, etc., located?
Where are construction
Plant and equipment and
Construction materials
stored?
Give details or attach
drawing.
b. To what extent will
these facilities be
protected against
flood?
Give details
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Additional Questionnaire for the Construction of Dams No.
1. Title of contract
2. Size
Exposure to landslide rock fall avalanche
earthquake flood
Distance to nearest downstream settlement
Type of settlement (farm, village, etc.,)
To what extent might this settlement be destroyed in case of a dam failure ?
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Diversion works (cofferdams, tunnels, etc.,)
Dam
Galleries, underground chambers
Spillway
Intake and outlet works
Steel hydraulics structures
Power house (construction part)
Electromechanical equipment, Substation, transmission lines
Other
Total value
4. Type of dam
earth dam rock fill dam
impervious core of waterlight skin of
clay bitumen concrete other
gravity dam slab and butteress dam multiple-arch dam
round-head buttress dam arch dam dam of combined design
(if so, specify)
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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5. Technical data Top length m Height m Base width m
Top width m Upstream slope 1: Downstream slope 1 :
Spillway Location
in the dam area adjacent to dam
Type
overflow
through/ beneath dam overflow
gallery
separate shaft spillway
Power Plant
underground above ground at some distance from dam
If so, distance
km miles
6. Foundation
on loose material lying on top of solid rock with grout curtain (if so, specify)
on solid rock Type of rock
Depth of rock below surface
m ft
blasting work necessary (if so, specify where)
7. Details of subsoil Attach diagram of strata indicating
Type
Thickness
Inclinations relative to a. horizon b. dam
Ground Water Level below grade
m ft dewatering required
Quantities of water to be removed m3/s
Reserve capacity of pumps m3/s
Pumps are driven electrically by combustion engines
Electric power supply off the main by site generator(s)
8. Body of water Name
spruit seasonal flow river
High and low
water levels Observation period years months
Normal in dry season
m ft
Normal flood m ft
Highest ever recorded m ft
Date
Flow rates Observation period years months
Normal in dry season m3/s
Normal flood discharge m3/s
Highest ever recorded m3/s Date
9. Protection from
flood damage cofferdam
Height above normal flood level
m ft
Dimensioned for return period of years
filled sheet pile wall cellular cofferdam other
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Is risk of flooding reduced by upstream dams ? yes no
Details
Is there a flood warning system?
yes no
Time lapse between warning and time when flood reaches site hours
10 Site sheeting
natural slope sheet pile wall diaphragm wall piles shotcrete
Anchoring planned ?
yes no
11 Construction
schedule (unless
separate sheet is
attached)
Component Anticipated period of work (months)
Site installations and temporary work
Diversion works
Dam
Galleries underground chambers
Spillway
Intake and outlet works
Steel hydraulics structures
Power house (construction part)
Electromechanical equipment, Substation, transmission lines
12 To what extent
might the contract
work be destroyed in
one loss event ?
13 What work will be
done by
subcontractors ?
14 Which contractors
will work
independently of the
insured at the site or
in its immediate
vicinity ?
What work will be
done by such
contractors ?
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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15. a. Where are the offices,
stores, workshops,
camps, etc., located ?
Where are construction
plant and equipment
and construction
materials stored?
Give details or attach
drawings ?
b. To what extent will
these facilities be
protected against
flood ?
Give details
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
17
Additional Questionnaire for the Construction of Tunnels and Galleries No.
1. Title of contract
2. Site Subsoil1
flat hilly mountainous
built-up area semi-built up area open area
If project is in built-up or semi-built-up area, state distance from and type of nearest neighbouring structures
sand gravel rock
Properties soft medium hard
Inclination of strata
Is supporting structure/propping required yes no
If so, specify
Water-bearing strata anticipated ? yes no
If so, at how many locations Estimated quantity of water m3/s
Gas-bearing strata anticipated ? yes no
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Driving work
Lining work
Road construction, rail installation (including base)
Finishing work (eg. lighting, ventilation)
Total value
4. Type of underground structure tunnel gallery
underground chamber shaft
for road railway other (if so, specify)
single tunnel double tunnel
Distance between tunnels
m ft
1Attach drawings and soil expertise
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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5. Technical data Length
m ft Gradient % Number of access tunnels
Overburden Min m ft
Max m ft
Average m ft
circular semi-circular horseshoe parabolic
rectangular square other (if so, specify)
Height m ft
Width m ft
Diameter m ft
unlined partly lined fully lined
Specify.
Lining
concrete cast in situ precast
brick stone steel
other (if so, specify)
Lining fixed by roof bolts rock anchors
6. Tunnelling method
drilling / blasting Length
m ft
Details
shotcrete Length
m ft
Details
shield Length
m ft
Details
cut-and-cover Length
m ft
Details
7. Dewatering
by gravity by pumps
Total capacity of pumps m3/s Reserve capacity of pumps m3/s
Pumps are driven electrically by compressed air
Electric power supply of the mains by site generator(s)
Standby generators in case of mains failure ? yes no
8. Construction schedule
(unless separate sheet is
attached)
Component Execution dates, anticipated period of work (months)
Site Installations and temporary work
Driving work
Lining work
Road construction rail installation (including base)
Finishing work (eg., lighting, ventilation)
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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9. To what extent might the
contract work be destroyed in one loss event?
10. What work will be done by subcontractors ?
11. Which contractors will work independently of the insured at the site or in its immediate vicinity ? What work will be done by such contractors ?
12. Where are the offices, stores, workshops, camps etc., located ? Where are construction plant and equipment and construction materials stored? Give details or attach Drawings.
The following questions to be answered in case of underwater tunnels only.
13. Tunnel to be constructed under river lake bay other
If other, specify
Minimum rock overburden under body of water
m ft
Max. depth of water
m ft
14. Tunnel constructed in situ Are caissons to be used ?
yes no
If so, describe method
Total capacity of compressors kW
Capacity of compressors on stand-by kW
15. Tunnels using prefabricated
Sections
Method of placing
Length m ft Height
m ft
Width m ft
Max weight of a section t
self-floating by barge by crane by winch
16. Body of water used for
commercial traffic pleasure boats
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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17. Water and storm hazard
monsoon tropical storms (hurricane, typhoon, cyclone)
Max rainfall per month mm
in Per day (24 hrs) mm in
per hour
mm in Max wind velocity
km/h mph
Main wind direction
Max. water level anticipated above normal
m
ft
Total waves anticipated?
yes no
If so, max height
m ft
Direction Frequency
Protective measures
Max water current velocity
m/s ft/s
If tidal, max velocity in each direction
Incoming
m/s ft/s
Outgoing m/s ft/s
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Additional Questionnaire for the Construction of Sewerage and Water Supply Systems No.
1. Title of contract
2. Site
flat hilly mountainous
built-up area semi-built up area open area
If project is in built-up or semi-built-up area, state distance from and type of nearest neighbouring structures
3. Breakdown of values Item Value (currency )
Site installations and temporary work
Workshops, stores, camps, etc.,
Earthwork
Pipelaying
Pipes
Crossings
Other work
Total value
4. Type of piping Pipelaying
State lengths and diameters together with type of piping
precast concrete concrete cast in situ cast iron
steel plastic
above ground below ground Depth of excavation
m ft
Max length of single excavation
km miles
Crossings
rivers roads railways (attach plan)
5. Details of subsoil Attach soil strata diagram
Blasting work
yes no
6. Ground water Level below grade
m
ft dewatering required
Quantities of water to be removed m3/s
Reserve capacity of pumps m3/s
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Pumps are driven electrically by combustion engines
Electric power supply off the main by site generator(s)
7. Natural hazards
monsoon tropical storms (hurricane, typhoon, cyclone)
Maximum rainfall per month
mm in
per hours mm in
Observation period years
8. Construction schedule (unless separate sheet is attached)
Component Execution dates, anticipated period of work(months)
Earthwork
Pipelaying
Pipes
Crossings
Other work
9. Are transmission lines in Operation during construction work?
yes no
If so, specify
10. To what extent might the contract work be destroyed in one loss event?
11. What work will be done by subcontractors ?
12. Which contractors will work independently of the insured at the site or in its immediate vicinity ? What work will be done by such contractors?
13. Where are offices, stores, workshops, camps etc., located ? Give details
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Additional Questionnaire for the Inclusion of Existing Structures in the Case of Extensions or Conversions No.
1. Name and location of existing structure (attach location plan or sketch) Name and address of owner
2. Details of existing structure Used as
year of construction value cubic content m3
residential building office building hotel school
hospital theatre/cinema factory storel
mixed use other (specify)
Condition excellent good poor delapidated
Dimensions length m width m
height
(above ground) m
foundation depth
(below ground) m
Number of storeys
basement(s)
ground floor 1 mezzanine(s) upper utility Floor(s) floor(s)
Roof shape flat roof gable roof hip roof other (specify)
Distance to extension Or conversion (note in location plan) Foundation
m
individual foundations strip footing pile foundation
raft foundation other (specify)
Outer basement walls concrete cast stone brickwork
masonry other (specify)
Loadbearing structure reinforced concrete skeleton construction
reinforced concrete solid construction
solid brick construction
perforated brick construction
hollow block masonry construction
framed construction
masonry precast construction steel skeleton construction
other (specify)
Façade plastering precast concrete members concrete curtain wall
steel / aluminium Curtain wall
other (specify)
Storeys and ceilings wooden ceilings RC solid ceilings ceilings of prefab members
(specify system)
other (specify)
Roof structure wooden roof framing RC roof trusses steel structure
RC solid roof other (specify)
Roofing roof tiles tin black roofing
asbestos-cement sheets insulated flat roof other (specify
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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Evidence by
Which parts are converted ? What type of work is done ? Are loadbearing components affected
photos taken prior to beginning of construction
observations made by the insurer expert’s opinion
glass fibre or gypsum tapes other (specify)
yes no if yes, which ones?
dead shoring applied or are roadways driven ?
Other details
If so, specify scope and method used
3. Details of extension or conversion work (in the Case of new construction
Name and address of contractor
Subsoil
rock compacted sand, gravel sand, gravel
clay, mart other (specify)
Ground water level m
Predraining of ground water
yes no
Construction pit length m width m depth m
Securing of pit by wooden formwork steel formwork sheet pile walls
diaphragm walls ground anchors inward shoring
other (specify)
Risk aggravation due to
roads lines if so, specify Other details
4. General information
construction period cost of extension/ conversion
cubic content m3
Maximum probable loss To existing structure
Existing Fire/CAR/TPL insurance(s) taken out by principal and/ or contractor Other
for existing structure
for construction project
PO BOX. 3230, Manama, Kingdom of Bahrain Tel : (+973) 17 565656 Fax : (+973) 17 582988
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