Client
End User
Employer
Consultant
Contractor
Manufacturer
Supplier
Development of Infrastructure and Public Realm for Al Noud (Al Khrair) Al Ain Package 2
Abu Dhabi Housing Authority
Al Ain City Municipality (AACM)
ALDAR Projects LLC
AECOM Middle East, Abu Dhabi
Combined Group Contracting Emirates (L.L.C.), Abu Dhabi
M/s. Orient Concrete Products Factory, Sharjah
M/s. Orient Concrete Products Factory, Sharjah
Material
UPHC Bike Rack for Street Scape Works (Alternative)
Project Name
AND-IN-CGC-P2-ZZ-XX-MT-SS-00019
S.No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
Contents
Compliance checklist
Specification/s
Contract & Manufacturer's Drawings
Catalogue/Brochure
Recent Test Certificates
BOQ
Previous approvals
Sample
Warranty
License/s of Manufacturer & Agent
CoC Cert. of Manufacturer & Agent
Certificate of Origin
Certificate of Manufacture
Complying Standards copy
ISO Certifications
Method Statement of Work
Design Calculation
General Approval
Product Certification
Appointment Letter of Agent for foreign Co.
Bill of Lading
Packing List
Applicator/Sub contractor Submittal
Plant Calibration Certificate
Concrete Mix Design and Waterproofing Paint Data Sheet
Estidama Material Compliance
REPORT ON DETERMINATION OF PARTICLE SIZE DISTRIBUTION OF
AGGREGATES
Client
Address
Consultant
Contractor
Project Name
Project No.
Project Location
Sample Description
Sampling Location
Source
Sender's Ref.
Sampling Method
Sampling Date
Sampled by
Test Location
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
Orient Concrete Products Factory LLC
Sharjah, UAE
No Specific Consultant
No Specific Contractor
Matreial Testing
NP
NP
0-5mm (Lime Stone)
NP
NP
NP
ASTM D 75-14
30/05/2023 ## 12:00 AM
Client
M Lab - Al Qouz
Report No.
Lab. Sample No
Lab. Project No
Sample Certificate
Sample Size ( Kg )
Lot No.
Lot Size ( Kg )
Sample Brought by
Date Received
Date Test Started
Date Test Completed
Report Date
Tested by
Page :
:
:
:
:
:
:
:
:
:
:
:
:
:
1 of
1
AGR-2305/9083
AGQ-2305/4394
P-6776
NP
50
NP
NP
Client
30/05/2023
30/05/2023
01/06/2023
01/06/2023
DPN
Presence of Non representative Material (%) : Nil
RESULTS
Sieve Size (mm)
Cumulative Percentage Passing
5.0
100
2.36
83
1.18
59
0.600
36
0.300
26
0.150
20
0.075
16
Initial Sample Preparation Method
:
BS 812: Part 102: 1989: Cls. 6
Test Specimen Preparation Method
:
BS 812: Part 103: Sec. 103-1: 1985:Amd. 6003
Test Method
:
BS 812: Part 103: Sec. 103-1: 1985:Amd. 6003
Test Method Variation
:
None
Remarks
:
None
Remarks :
Specification limits we
0-25
5.0
2
0-5
Note: This test is accredited by Emirates International Accreditation
Center.
ccr
cred
cr
cred
ediittation Cent
ntter
nt
er .
er.
er
Authorized Signatory
Results relate only to the item tested.
This report shall not be reproduced except in full, without the written approval of the laboratory.
R-AWS-002-a
Issued ON:9/4/2016
Issue no.01
REPORT ON CHEMICAL ANALYSIS OF AGGREGATE
Page 1 of 2
Client
Address
Consultant
Cotractor
Project Name
Project No.
Project Location
Sample Description
Sampling Location
Source
Sender Ref No.
:
:
:
:
Report No.
Lab Project No.
Lab Ref No.
: AGR-2305/9082,9089,9075,9088,9092
: P-6776
: AGQ-2305/4394
Test Data
Item
:
:
:
:
:
Orient Concrete Products Factory LLC
Sharjah, UAE
No Specific Consultant
No Specific Contractor
Material Testing
Not Provided
Not Provided
0-5 mm lime stone
Not Provided
Not Provided
Not Provided
Date of Sampling
Sampled by
Sample Brought in by
Date Sample Received
Sample Identification
Sample Size (kg)
Lot Size ( m3/Ton )
Lot No.
Sampling Method
Test Location
:
:
:
:
:
:
:
:
:
:
30/05/2023
Client
Client
30/05/2023
Not Provided
50
Not Provided
Not Provided
ASTM D 75-14
Mlab Al Quoz
Date Test Started
Date Test Completed
Report Date
Tested by
:
:
:
:
30/05/2023
01/06/2023
01/06/2023
MSK
Test Name
Test Standard
Test Result
1
Sulphate (SO3)
(% by mass of dry aggregate)
BS 812 : Part 118 : 1988 : Cls. 5
(Water Soluble)
0.02
2
Chloride (Cl)
(% by mass of dry aggregate)
BS 812 : Part 117 : 1988 Cls. 9
(Water Soluble)
<0.01
3
Sulphate (SO3)
(% by mass of dry aggregate)
BS 812 : Part 118 : 1988 : Cls. 6
(Acid Soluble)
0.05
4
Chloride (Cl)
(% by mass of dry aggregate)
BS 812 : Part 117 : 1988 Appendix C
(Acid Soluble)
0.05
5
Organic Impurities
ASTM C 40-99
Lighter than Standard
Reference Solution
No.
Test Specimen Preparation
Test Method Variation
Remarks
:
:
:
:
:
:
:
BS 812: Part 118: 1988: Cls. 5.4 (Water Soluble-Sulphate)
BS 812: Part 117: 1988: Cls. 8 (Water Soluble-Chloride)
BS 812: Part 118: 1988: Cls. 6.3 (Acid Soluble Sulphate)
BS 812: Part 117: 1988: Appendix C (Acid Soluble Chloride)
ASTM C 702: 1998 (Organic Impurities)
None
None
Continued P/2
Results related only to the items tested.
This test report shall not be reproduced except in full, without the written approval of the laboratory.
R-AWS-15a
Issue No:01
Issues Date:01/11/2016
REPORT ON POTENTIAL ALKALI REACTIVITY OF AGGREGATES
Page 2 of 2
Client
: Orient Concrete Products Factory LLC
Address
: Sharjah, UAE
Consultant
Contractor
: No Specific Consultant
: No Specific Contractor
Project Name
: Material Testing
Project No.
: Not Provided
Project Location
: Not Provided
Report No. :
AGR-2305/9084
Lab. Sample No : AGQ-2305/4394
Lab. Project No : P-6776
Sample Identification : Not Provided
Sample Size ( Kg ) : 50
Lot No. : Not Provided
Sample Description
: 0-5 mm lime stone
Lot Size ( m3/Ton ) : Not Provided
Sampling Location
: Not Provided
Sample Brought by : Client
Source
: Not Provided
Date Received : 30/05/2023
Sender's Ref.
: Not Provided
Date Test Started : 30/05/2023
Sampling Method
: ASTM D 75-14
Sampling Date/Time
: 30/05/2023
Sampled by
: Client
Sample Brought in by
: Client
Results
Date Test Completed : 01/06/2023
Report Date : 01/06/2023
Tested by : MSK
SC (Average) : 236.9mmol/l
RC (Average) : 533.3mmol/l
Conclusion:
The Correlation between Reduction in Alkalinity (Rc) and Dissolved Silica (Sc) indicates that the Aggregate is
considered Innocuous.
Test Specimen Preparation
:
ASTM C 289-07 Cls. 6
Test Method
Test Method Variation
Remarks
5.0
:
:
:
2
ASTM C 289-07 Cls. 7 to 10
None
None
0-5
Authorized Signatory
Result relate only to the item tested.
This report shall not be reproduced except in full, without the written approval of the laboratory.
R-AWS-15a
Issue No:01
Issues Date:01/11/2016
White Cement
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Construction Chemicals
CON
MIX
MegaFlow 1000
Polycarboxylated Superplasticiser
DESCRIPTION
MegaFlow 1000 is a modified polycarboxylate ether based superplasticiser.
Having unique carboxylic ether polymer with long lateral chains, it is an
effective cement dispersant, fluidifier and high range water reducer as
compared to conventional superplasticisers.
STANDARDS
USES
ASTM C494, Type D & G, BS EN 934 - 2
MegaFlow 1000 is specially intended for use in self compacting concrete, high
strength concrete, durable concrete containing GGBS, micro silica, fly ash, etc.
It is used in ready-mix concrete where extra ordinary slump retention is
required in hot weather conditions. Extremely useful in high fines concrete.
ADVANTAGES
• Produces free flowing concrete without segregation and bleeding
• High strength concrete with low water content
• Produces self compacting concrete without segregation
• Improved surface finish
• Improved adhesion to reinforcing & stressing steel
• Lower permeability, better resistance to carbonation
• Increased flexural strengths
• Good slump retention for longer time
• Remarkably superior performance than normal superplasticiser
TYPICAL PROPERTIES at 25°C
PROPERTY
TEST METHOD
VALUE
Component
-
Single
Form
-
Liquid
Colour
-
Brown
Specific Gravity
ASTM C494
1.10 +/- 0.02
Air Entrainment
-
Up to 1% over Control Mix
Chloride Content
BS EN 480-10
Nil to BS EN 934-2
pH
ASTM C494
5-7
COMPATIBILITY
Meg aFl o w 1000 can be used with all types of cements and cementitious
material like fly ash, GGBS, micro silica etc. It should not be premixed with
other admixtures.
DOSAGE
Recommended dosage is 0.5 - 2% by weight of cementitious material. Higher
dosage can be used after verification of performance by conducting lab and
site trials. Optimum dosage of Meg aFl o w 1000 and effect on concrete
properties such as workability, strength, setting time, etc. are best assessed
after preliminary tests on site using the actual materials of mixes under
consideration. For self compacting concrete, a viscosity enhancer
CC/MF13/Ver3/01/09
1/2
Technical Datasheet
Construction Chemicals
CON
MIX
MegaFlow 1000
Meg aA d d VE is recommended at a dosage between 1.0 - 2.0 ltrs per
cubic meter.
EFFECT OF OVERDOSING
Overdosing may result in higher workability and delay in setting. In such
cases, provided the concrete is properly cured, the ultimate strength will
generally be higher than the regular concrete.
PACK SIZE
20 ltr, 200 ltr, 1000 ltr and Bulk
DISPENSING
Meg aFl o w 1000 should be dispensed into the concrete mixer together
with the mixing water.
GENERAL INFORMATION
Shelf Life
12 months from date of manufacture when stored
under warehouse conditions in original
unopened packing. Extreme temperature/humidity
may reduce shelf life.
Cleaning
Clean all equipments and tools with water
immediately after use.
HEALTH & SAFETY
PPE’s
Gloves, goggles & suitable mask must be worn.
Precautions
Contact with skin, eyes, etc. must be avoided.
If swallowed seek medical attention immediately.
Hazard
Regarded as non-hazardous for transportation.
Disposal
Do not reuse containers. To be disposed off as
per local rules and regulations.
Additional Information
TECHNICAL SERVICE
Refer MSDS. Available on request.
CONMIX Technical Services are available on request for on site support to
assist in the correct use of its products.
Manufacturer:
CONMIX LTD.
P.O. Box 5936, Sharjah,
United Arab Emirates
Tel: +971 6 5314155
Fax: +971 6 5314332
Email: conmix@conmix.com
Sales Office :
Tel: +971 6 5682422
Fax: +971 6 5681442
www.conmix.com
It is the customer’s responsibility to satisfy themselves by checking with the company that the information is still current at the time of use. The customer must be satisfied that the
product is suitable for the use intended. All products comply with the properties shown on current data sheets. Conmix however do not warrant or guarantee the installation of the
products as it does not have any control over installation or end use of the product. All information and in particular the recommendations relating to application and end use are given
in good faith. The products are guaranteed against any manufacturing defects and are sold subject to Conmix standard terms and conditions of sale.
CC/MF13/Ver3/01/09
2/2
Technical Datasheet
Steel MTC
Finished Product Test Reports
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Page : 1 of 1
Contractor
Address
Client
Consultant
Project
Project No
Project Location
Sample description
Concrete Source
Mix details
Sample certificate No.
Lot No.
Lot Size (m3)
Sampled by
Sender's Ref.
Structural reference
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
Orient Concrete Products Factory LLC
P.O.Box- 150856, Sharjah, UAE
NP
NP
Material Testing
CT-267
NP
Concrete Cubes (150x150x150)mm
NP
NP
NP
Contractor
-
Report No
Lab Ref. No
Lab. Project No.
: CR-2306/6826
: CQ-2306/3309
: P-6776
Date of casting
Date test started
Date test completed
Test location
:
:
:
:
Date & Time Received
Brought in by
Report Date
:
:
:
19/06/2023-08:20 am
Contractor
24/06/2023
Curing Condition
Age on start of test
Tested by
Approved by
:
:
:
:
Water curing
60 Days
MI
QK
20/04/2023
19/06/2023
22/06/2023
M. Lab - Al Qouz
Test Results
Lab. Sample No.
CQ-2306/3309/1
CQ-2306/3309/2
Client's Ref. No.
1
2
3
Normal
Normal
Normal
Condition of specimen when received
Dimension of specimen
CQ-2306/3309/3
73mm dia & height 150mm cores vertically drilled from the concrete
cubes
(mm)
Curing Condition
Normal
Reinforcement ( If any )
Orientation of core
3
(Saturated) - Kg/m
Density of specimen -
Nil
Nil
Nil
Vertical
Vertical
Vertical
2260
2230
2250
Mass of oven dried specimen (g)
1389.7
1372.5
1380.6
Mass of specimen after soaking period min (30 ± 5) (g)
1405.6
1390.5
1397.6
1.1
1.3
1.2
1.5
1.4
Measured Absorption (%)
Corrected absorption (%)
Average corrected absorption
1.3
(%)
Sampling method
Test Method
Lab Curing & Storage Conditions
Density Measurement Method
Dimension Measurement Method
Method Variation
Remarks
1.4
:
:
:
:
:
:
:
BS EN 12350-1 : 2009
BS 1881: Part 122:2011 CL-6
BS EN 12390-2 : 2009
BS EN 12390-7 : 2009
BS EN 12390-1 : 2012
None
None
This report is electronically approved. It does not require any Stamp/Signature.
Results relate only to the items tested.
This report shall not be reproduced except in full, without the written approval of laboratory
R-CWS-004-a
Rev. No:01, Issued on:12/09/2019
‫ﻧﻤﻮﺫﺝ ﺍﻋﺘﻤﺎﺩ ﻣﻮﺍﺩ‬
Material Approval Form
Application No: 202303369130
Version:
2
Date:
Project Details
Project Name
Contract No
Contractor
Consultant
Client
2023-09-12
‫ﺑﻴﺎﻧﺎﺕ ﺍﻟﻤﺸﺮﻭﻉ‬
‫ﻣﺮﺣﻠﻪ ﺃﻭﻟﻰ‬-‫ ﺍﻟﻨﻮﺩ‬-‫ﺧﺪﻣﺎﺕ ﺗﺼﻤﻴﻢ ﺍﻟﺒﻨﻴﺔ ﺍﻟﺘﺤﺘﻴﺔ ﻭﺍﻟﻤﺮﺍﻓﻖ ﺍﻟﻌﺎﻣﺔ ﻟﻤﻨﻄﻘﺔ ﺍﻟﺨﺮﻳﺮ‬
Infrastructure & Public Realm design service in Al Khrair- Al
Noud-Stage1
P154001/2022/C/002 A
‫ ﺷﺮﻛﺔ ﺍﻟﺸﺨﺺ‬- ‫ﺷﺮﻛﺔ ﻧﺎﻳﻞ ﻭﺑﻦ ﺣﺮﻣﻞ ﻫﻴﺪﺭﻭﺍﻛﺴﺒﻮﺭﺕ ﻟﻤﺎﻟﻜﻬﺎ ﻧﺎﻳﻞ ﺭﺍﺷﺪ ﺳﻴﻒ ﺍﻟﺸﺎﻣﺴﻲ‬
‫ﺍﻟﻮﺍﺣﺪ ﺫ ﻡ ﻡ‬
NAEL AND BIN HARMAL HYDROEXPORT NAYEL RASHED
.SAIF ALSHAMSI - SOLE PROPRIETORSHIP L.L.C
‫ ﺍﻟﻌﻴﻦ‬- ‫ﺍﻳﻜﻮﻡ ﻣﻴﺪﻝ ﺍﻳﺴﺖ ﻟﻴﻤﺘﺪ‬
AECOM MIDDLE EAST LIMITED. - AL AIN
‫ﻡ‬.‫ﻡ‬.‫ﺍﻟﺪﺍﺭ ﻟﻠﻤﺸﺎﺭﻳﻊ ﺫ‬
.ALDAR PROJECTS L.L.C
Material Details
Material Type
Spec. Ref.
BOQ Ref
Material Description
(One/ make, model
etc)
Intended Usage
Manufacturer/ Source
Supplier/Applicator
‫ﻣﻮﺍﺩ ﺭﻱ ﻭ ﺗﺠﻤﻴﻞ ﺣﺪﺍﺋﻖ‬
Particular Specification: 13.8
d/6/5-A to E
PRECAST STREET FRUNITURE-CONCRETE
BENCHEs (Bench Type-1,2 & 3), RUBBISH BINS &
BIKE RACK
Street Scaping Works
‫ﻣﺼﻨﻊ ﺍﻟﺸﺮﻕ ﻟﻠﻤﻨﺘﺠﺎﺕ ﺍﻻﺳﻤﻨﺘﻴﺔ‬
Orient Concrete Factory L.L.C, UAE
‫ﻣﺼﻨﻊ ﺍﻟﺸﺮﻕ ﻟﻠﻤﻨﺘﺠﺎﺕ ﺍﻻﺳﻤﻨﺘﻴﺔ‬
Orient Concrete Factory L.L.C, UAE
Sub-Contractor
121686
2023-09-12 10:43
‫ﺍﺳﻢ ﺍﻟﻤﺸﺮﻭﻉ‬
‫ﺭﻗﻢ ﺍﻟﻌﻘﺪ‬
‫ﺍﺳﻢ ﺍﻟﻤﻘﺎﻭﻝ‬
‫ﺍﺳﻢ ﺍﻻﺳﺘﺸﺎﺭﻱ‬
‫ﺍﺳﻢ ﺍﻟﻤﺎﻟﻚ‬
‫ﺗﻔﺎﺻﻴﻞ ﺍﻟﻤﺎﺩﺓ‬
‫ﻧﻮﻉ ﺍﻟﻤﺎﺩﺓ‬
‫ﺍﻟﺮﻗﻢ ﺍﻟﻤﺮﺟﻌﻲ ﻟﻠﻤﻮﺍﺻﻔﺎﺕ‬
‫ﺍﻟﺮﻗﻢ ﺍﻟﻤﺮﺟﻌﻲ ﻟﻘﺎﺋﻤﺔ ﺟﺪﻭﻝ‬
‫ﺍﻟﻜﻤﻴﺎﺕ‬
، ‫ﻭﺻﻒ ﺍﻟﻤﺎﺩﺓ )ﻧﻮﻉ ﺍﻟﻤﺎﺩﺓ‬
(‫ ﺍﻟﻤﻮﺩﻳﻞ‬، ‫ﻣﺼﻨﻌﺔ ﻣﻦ‬
‫ﺍﻟﻐﺮﺽ ﻣﻦ ﺍﻻﺳﺘﺨﺪﺍﻡ‬
‫ ﺍﻟﻤﺼﻨﻊ‬/ ‫ﺍﻟﻤﺼﺪﺭ‬
‫ ﺍﻟﻤﻄﺒﻖ‬/ ‫ﺍﻟﻤﻮﺭﺩ‬
‫ﺍﻟﻤﻘﺎﻭﻝ ﺍﻟﻔﺮﻋﻲ‬
‫ ﺻﻔﺤﺔ‬1 ‫ ﻣﻦ‬2
‫ﺭﻗﻢ ﺍﻟﻤﻌﺎﻣﻠﺔ‬
202303369130
Conditions
1) Endorsed with Notes This endorsement is based on successful
performance evaluation (done by engineer) of projects not under
AACM and also Engineer's advice of delays in project. Nevertheless
the observations made in previous submittal IMAS # 202302923395
shall hold and be complied with whenever the deliveries take place.
Final Recommendation:
Technical Reviewer:
Approved
2. The project consultant and contractor must
carry out all quality assurance and control
procedures for the material supplied for the
project
121686
2023-09-12 10:43
:‫ﺍﻟﺘﻮﺻﻴﺔ ﺍﻟﻨﻬﺎﺋﻴﺔ‬
‫ﻣﻮﺯﻩ ﺧﻠﻔﺎﻥ ﺳﻌﻴﺪ ﻣﺤﻤﺪ ﺍﻟﻤﺤﺮﺯﻯ‬
1. The project consultant and contractor shall be
fully responsible for approving the materials
from the approved list, and their conformity with
the standard specifications and project
contractual documents.
‫ﺍﻟﺸﺮﻭﻁ‬
:‫ﺍﻟﻤﺮﺍﺟﻊ ﺍﻟﻔﻨﻲ‬
‫ ﻳﺘﺤﻤﻞ ﺍﺳﺘﺸﺎﺭﻱ ﻭﻣﻘﺎﻭﻝ ﺍﻟﻤﺸﺮﻭﻉ ﺍﻟﻤﺴﺆﻭﻟﻴﺔ ﺍﻟﻜﺎﻣﻠﺔ ﻋﻦ ﺍﻋﺘﻤﺎﺩ‬.1
‫ ﻭﻣﻄﺎﺑﻘﺘﻬﺎ ﻟﻠﻤﻮﺍﺻﻔﺎﺕ ﺍﻟﻘﻴﺎﺳﻴﺔ ﻭﻭﺛﺎﺋﻖ‬،‫ﺍﻟﻤﻮﺍﺩ ﻣﻦ ﺍﻟﻘﺎﺋﻤﺔ ﺍﻟﻤﻌﺘﻤﺪﺓ‬
.‫ﺍﻟﻤﺸﺮﻭﻉ ﺍﻟﺘﻌﺎﻗﺪﻳﺔ‬
‫ ﻳﺠﺐ ﻋﻠﻰ ﺍﺳﺘﺸﺎﺭﻱ ﻭﻣﻘﺎﻭﻝ ﺍﻟﻤﺸﺮﻭﻉ ﺍﻟﻘﻴﺎﻡ ﺑﺠﻤﻴﻊ ﺇﺟﺮﺍﺀﺍﺕ‬.2
.‫ﺿﻤﺎﻥ ﻭﺿﺒﻂ ﺍﻟﺠﻮﺩﺓ ﻟﻠﻤﺎﺩﺓ ﺍﻟﻤﻮﺭﺩﺓ ﻟﻠﻤﺸﺮﻭﻉ‬
‫ ﺻﻔﺤﺔ‬2 ‫ ﻣﻦ‬2
‫ﺭﻗﻢ ﺍﻟﻤﻌﺎﻣﻠﺔ‬
202303369130
<J
a ; ll q C.. ~ :> I ! II Cij--1b
D E PART M E NT OF MUN I CIPA LI TI E S
AND T RANSPORT
.li.JA .l~ I [ j~
Material Approval Form
Application No: 202302923395
Version:
2
Date:
~
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2023-08-08
Project Details
;i_ui..J
..
Project Name
Contract No
Contractor
Consultant
Client
Material Details
Material Type
Spec. Ref.
4.b. Y' -..l..,...
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~
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_·- -'1 4.S..>'-"=·
f'·f'· ~ wl .)L."l> l w "l> .Jli.o.ll4.S ~
.COMBINED GROUP CONTRACTING EMIRATES L.L.C
J .J\.i.J\
~I
AECOM MIDDLE EAST LIMITED. -ALAIN
f'·f' ) t:!.Jt...&...ll )..l.!l
.ALDAR PROJECTS L.L.C
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oJWI
~l..l.:>. ~ .J t.f.J ..ll_,...
Drawing: 60678749-SHT-40-NOUD-LS-0601 & 2701
d/6/5 A-C
Precast Concrete Benches Type B 1- without Backrest,
Type B2 with Wood Backrest, Type B3- Single Unit
~Li:i
o..lWI (_,i
w\.i....:,lyJl ~yJI ~)\
J .J..l.?- :\.....i\..9.] ~ yJI ~)I
w4..s.JI
, o..lWI (_,.i} o..lWI
w.....:..J
(J!..l_,...11 ' 0-" ~
Street Scape Works
-
wWl...ll
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.
0..J'""'~
M/s. Orient Concrete Products Factory ,Sharjah
~':i l
Supplier/Applicator
..lh.ll~.)
~~-~~~J~f'fol
~':i l
Manufacturer/ Source
- wL...l.::>..
~
Infrastructure & Public Realm design service in AI Khrair- AI
Noud-Stage2
P 154001 /2022/C/002 B
BOQ Ref
Material Description
(One/ make, model
etc)
Intended Usage
:i.....,WI <..:r
.-.;~\ ..Y"'"
· -'1 .J 4.ii.:..:i.ll
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-
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.
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M/s. Orient Concrete Products Factory ,Sharjah
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~1/ ..l.JyJI
Sub-Contractor
121686
2023-08-09 12:46
Uok.JI ~.J
202302923395
WARRANTY CERTIFICATE
PROJECT NAME
:
Development of Infrastructure and Public Realm for
Al Noud (Al Khrair) Al Ain - Package 2
LOCATION OF THE PROJECT :
Al Ain- UAE
CLIENT
:
M/s Abu Dhabi Housing Authority
CONTRACTOR
:
M/s Combined Group Contracting Emirates L.L.C
MATER/PRODUCT
:
Supply of Precast Concrete Bike Rack
SUPPLIER
Orient Concrete Products
DURATION OF WARRANTY
FIVE(5) Years
Orient Concrete Products Factory will provide Five years warranty from the TOC to the original purchaser
for products used as intended. This assurance of product quality is applicable where products have been
correctly selected and installed considering the type of usage and it is subjected to the following:
* Colour variances and appearance of efflorescence do not constitute a part of warranty claim.
* Warranty does not cover subsidiary accessories excluding precast.
* Damage caused by improper installations or deterioration caused by chemicals or fertilizers are not
covered by this warranty.
* Warranty does not cover damage resulting from excessive loading, sub- grade settlement or movement,
contact with paint, discoloration due to airborne contamination, staining, improper sealing or any damage
resulting from other material or system such as drainage.
*Warranty does not cover any forces of nature.
All Warranty claims must be made prior to the removal of the defective product warranty claims will be
reviewed by Company representative and may require samples of products for analysis.
The warranty does not include removal, installation or transportation to replace the material.
The repair or replacement covered under warranty does not include any civil, mechanical or electrical
works, site works / handling and it’s limited to Orient Concrete Products Factory materials only.
Date :
Ref :
ORIENT CONCRETE PRODUCTS FACTORY L.L.C .‫ ﺫ ﻣﺻﻧﻊ ﺍﻟﺷﺭﻕ ﻟﻠﻣﻧﺗﺟﺎﺕ ﺍﻷﺳﻣﻧﺗﻳﺔ‬.‫ﻡ‬.‫ﻡ‬
P.O. Box: 150856, Sharjah, UAE T: +971 6 543 0832 F: +971 6 543 0831 E: info@ost.ae W:www.ost.ae
‫ﺭﺧﺼﺔ ﺻﻨﺎﻋﻴﺔ‬
‫‪Industrial License‬‬
‫‪License Details‬‬
‫ﺗﻔﺎﺻﻴﻞ ﺍﻟﺮﺧﺼﺔ‬
‫ﺭﻗﻢ ﺍﻟﺮﺧﺼﺔ‬
‫‪534877‬‬
‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ‬
‫‪ License No.‬ﺗﺎﺭﻳﺦ ﺍﻹﺻﺪﺍﺭ‬
‫‪12-10-2005‬‬
‫‪Issue Date‬‬
‫‪ Registration No.‬ﺗﺎﺭﻳﺦ ﺍﻹﻧﺘﻬﺎﺀ‬
‫‪11-10-2024‬‬
‫‪Expiry Date‬‬
‫ﺍﻻﺳﻢ ﺍﻟﺘﺠﺎﺭﻱ‬
‫ﻣﺼﻨﻊ ﺍﻟﺸﺮﻕ ﻟﻠﻤﻨﺘﺠﺎﺕ ﺍﻻﺳﻤﻨﺘﻴﺔ ﺫ‪.‬ﻡ‪.‬ﻡ‬
‫ﺍﻟﺸﻜﻞ ﺍﻟﻘﺎﻧﻮﻧﻲ‬
‫ﺷﺮﻛﺔ ﺫﺍﺕ ﻣﺴﺆﻭﻟﻴﺔ ﻣﺤﺪﻭﺩﺓ‬
‫‪ORIENT CONCRETE PRODUCTS FACTORY L.L.C‬‬
‫‪Trade Name‬‬
‫‪Limited Liability Company‬‬
‫‪Legal status‬‬
‫‪License Members‬‬
‫ﺃﻃﺮﺍﻑ ﺍﻟﺮﺧﺼﺔ‬
‫ﺭﻗﻢ ﺍﻟﻤﺴﺘﺜﻤﺮ‬
‫ﺍﺳﻢ ﺍﻟﻤﺴﺘﺜﻤﺮ‬
‫ﺍﻟﺠﻨﺴﻴﺔ‬
‫ﺭﻗﻢ ﺍﻟﻬﻮﻳﺔ ‪ /‬ﺍﻟﺠﻮﺍﺯ‬
‫ﺍﻟﺼﻔﺔ‬
‫ﺍﻟﺤﺼﺺ‬
‫‪Investor No‬‬
‫‪Investor Name‬‬
‫‪Nationality‬‬
‫‪ID \ Passport No‬‬
‫‪Type‬‬
‫‪Shares‬‬
‫ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﻩ‬
‫ﺳﺎﻧﺖ ﻛﻴﺘﺲ ﻭﻧﺎﻓﻴﺲ‬
‫‪GHASSAN NUMA HAMED IMARA‬‬
‫‪Saint Kitts and Nevi‬‬
‫ﺳﺎﻟﻢ ﺑﻦ ﺳﺎﻟﻢ ﺑﻦ ﺧﻤﻴﺲ ﺍﻟﻬﻮﻟﻰ ﺍﻟﺴﻮﻳﺪﻯ‬
‫ﺍﻹﻣﺎﺭﺍﺕ‬
‫‪SALIM BINSALIM BINKHAMIS ALHOLY ALSUWAIDI‬‬
‫‪UAE‬‬
‫‪81852‬‬
‫‪784197632615320‬‬
‫‪7752‬‬
‫‪784196532513254‬‬
‫ﺷﺮﻳﻚ‬
‫‪Partner‬‬
‫ﺷﺮﻳﻚ‬
‫‪Partner‬‬
‫‪90.0 %‬‬
‫‪10.0 %‬‬
‫ﺍﻟﻤﺪﻳﺮ‬
‫ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﻩ‬
‫ﺃﻧﺸﻄﺔ ﺍﻟﺮﺧﺼﺔ‬
‫ﺻﻨﺎﻋﺔ ﺍﻟﻤﻨﺘﺠﺎﺕ ﺍﻷﺳﻤﻨﺘﻴﺔ ﺍﻟﻤﻘﻮﺍﺓ ﺑﺎﻷﻟﻴﺎﻑ ﺍﻟﺰﺟﺎﺟﻴﺔ‪,‬ﺻﻨﺎﻋﺔ ﺍﻟﺤﺠﺮ ﺍﻟﺼﻨﺎﻋﻲ‬
‫ﺍﻟﻌﻨﻮﺍﻥ‬
‫ﺍﻟﺸﺎﺭﻗﺔ‪-‬ﺍﻟﺼﺠﻌﺔ ﺻﻨﺎﻋﻴﺔ‪/‬ﺍﻟﺸﺎﺭﻗﺔ‪-‬ﺷﺎﺭﻉ ﺍﻹﻣﺎﺭﺍﺕ ﻣﻜﺘﺐ‪-‬ﺃﺭﺽ ﻣﺴﻮﺭﺓ‪-‬ﺷﺒﺮﺓ ﻣﻠﻚ ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﺓ‬
‫ﺍﻟﻬﺎﺗﻒ ﺍﻟﻤﺘﺤﺮﻙ‪:‬‬
‫‪0507247624‬‬
‫ﺻﻨﺪﻭﻕ ﺍﻟﺒﺮﻳﺪ‪:‬‬
‫ﺍﻟﺸﺎﺭﻗﺔ ‪150856‬‬
‫ﺍﻟﺒﺮﻳﺪ ﺍﻻﻟﻜﺘﺮﻭﻧﻲ‪:‬‬
‫‪info@ost.ae‬‬
‫‪Notes‬‬
‫ﺍﻟﻤﻼﺣﻈﺎﺕ‬
‫‪--‬ﻃﻠﺐ ﺗﻐﻴﻴﺮ ﺟﻨﺴﻴﺔ ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﻩ‬
‫ﺗﺎﺭﻳﺦ ﺍﻟﻄﺒﺎﻋﺔ‬
‫‪24-10-2023‬‬
‫‪Printing Date‬‬
‫ﺭﻗﻢ ﺍﻟﻤﺴﺘﺨﺪﻡ‬
‫‪104644‬‬
‫‪User Name‬‬
‫‪- This document is official. It doesn't need to be stamped or signed.‬‬
‫‪To view license details please visit SEDD web site: www.sedd.ae‬‬
‫ ﻫﺬﻩ ﺍﻟﻮﺛﻴﻘﺔ ﺭﺳﻤﻴﺔ ﻭﻻ ﺗﺤﺘﺎﺝ ﻟﺨﺘﻢ ﺃﻭ ﺗﻮﻗﻴﻊ‪.‬‬‫ﻟﻠﺘﺄﻛﺪ ﻣﻦ ﺻﺤﺔ ﺍﻟﺒﻴﺎﻧﺎﺕ ﻳﺮﺟﻰ ﺯﻳﺎﺭﺓ ﻣﻮﻗﻊ ﺍﻟﺪﺍﺋﺮﺓ‪www.sedd.ae :‬‬
‫‪- It is prohibited to distribute advertisements in public places and residential areas.‬‬
‫‪ -‬ﻳﻤﻨﻊ ﺗﻮﺯﻳﻊ ﺍﻹﻋﻼﻧﺎﺕ ﻓﻲ ﺍﻷﻣﺎﻛﻦ ﺍﻟﻌﺎﻣﺔ ﻭﺍﻷﺣﻴﺎﺀ ﺍﻟﺴﻜﻨﻴﺔ‪.‬‬
‫‪8008000‬‬
‫‪www.sedd.ae‬‬
‫ﺷﻬﺎﺩﺓ ﺳﺠﻞ ﺻﻨﺎﻋﻴﺔ‬
‫‪Industrial Register Certificate‬‬
‫‪License Details‬‬
‫ﺗﻔﺎﺻﻴﻞ ﺍﻟﺮﺧﺼﺔ‬
‫ﺭﻗﻢ ﺍﻟﺮﺧﺼﺔ‬
‫‪534877‬‬
‫ﺭﻗﻢ ﺍﻟﺴﺠﻞ‬
‫ﺭﺃﺱ ﺍﻟﻤﺎﻝ‬
‫‪ License No.‬ﺗﺎﺭﻳﺦ ﺍﻹﺻﺪﺍﺭ‬
‫‪12-10-2005‬‬
‫‪Issue Date‬‬
‫‪ Registration No.‬ﺗﺎﺭﻳﺦ ﺍﻹﻧﺘﻬﺎﺀ‬
‫‪11-10-2024‬‬
‫‪Expiry Date‬‬
‫‪Capital‬‬
‫‪300000‬‬
‫ﺍﻻﺳﻢ ﺍﻟﺘﺠﺎﺭﻱ‬
‫ﻣﺼﻨﻊ ﺍﻟﺸﺮﻕ ﻟﻠﻤﻨﺘﺠﺎﺕ ﺍﻻﺳﻤﻨﺘﻴﺔ ﺫ‪.‬ﻡ‪.‬ﻡ‬
‫ﺍﻟﺸﻜﻞ ﺍﻟﻘﺎﻧﻮﻧﻲ‬
‫ﺷﺮﻛﺔ ﺫﺍﺕ ﻣﺴﺆﻭﻟﻴﺔ ﻣﺤﺪﻭﺩﺓ‬
‫ﺍﻟﻤﺪﻳﺮ‬
‫ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﻩ‬
‫ﺃﻧﺸﻄﺔ ﺍﻟﺮﺧﺼﺔ‬
‫ﺻﻨﺎﻋﺔ ﺍﻟﻤﻨﺘﺠﺎﺕ ﺍﻷﺳﻤﻨﺘﻴﺔ ﺍﻟﻤﻘﻮﺍﺓ ﺑﺎﻷﻟﻴﺎﻑ ﺍﻟﺰﺟﺎﺟﻴﺔ‪,‬ﺻﻨﺎﻋﺔ ﺍﻟﺤﺠﺮ ﺍﻟﺼﻨﺎﻋﻲ‬
‫ﺍﻟﻌﻨﻮﺍﻥ‬
‫ﺍﻟﺸﺎﺭﻗﺔ‪-‬ﺍﻟﺼﺠﻌﺔ ﺻﻨﺎﻋﻴﺔ‪/‬ﺍﻟﺸﺎﺭﻗﺔ‪-‬ﺷﺎﺭﻉ ﺍﻹﻣﺎﺭﺍﺕ ﻣﻜﺘﺐ‪-‬ﺃﺭﺽ ﻣﺴﻮﺭﺓ‪-‬ﺷﺒﺮﺓ ﻣﻠﻚ ﻏﺴﺎﻥ ﻧﻌﻤﻪ ﺣﻤﺪ ﻋﻤﺎﺭﺓ‬
‫ﺗﺎﺭﻳﺦ ﺍﻟﻄﺒﺎﻋﺔ‬
‫‪24-10-2023‬‬
‫‪Printing Date‬‬
‫ﺭﻗﻢ ﺍﻟﻤﺴﺘﺨﺪﻡ‬
‫‪ORIENT CONCRETE PRODUCTS FACTORY L.L.C‬‬
‫‪Trade Name‬‬
‫‪Limited Liability Company‬‬
‫‪Legal status‬‬
‫‪104644‬‬
‫‪User Name‬‬
‫‪- This document is official. It doesn't need to be stamped or signed.‬‬
‫‪To view license details please visit SEDD web site: www.sedd.ae‬‬
‫ ﻫﺬﻩ ﺍﻟﻮﺛﻴﻘﺔ ﺭﺳﻤﻴﺔ ﻭﻻ ﺗﺤﺘﺎﺝ ﻟﺨﺘﻢ ﺃﻭ ﺗﻮﻗﻴﻊ‪.‬‬‫ﻟﻠﺘﺄﻛﺪ ﻣﻦ ﺻﺤﺔ ﺍﻟﺒﻴﺎﻧﺎﺕ ﻳﺮﺟﻰ ﺯﻳﺎﺭﺓ ﻣﻮﻗﻊ ﺍﻟﺪﺍﺋﺮﺓ‪www.sedd.ae :‬‬
‫‪- It is prohibited to distribute advertisements in public places and residential areas.‬‬
‫‪ -‬ﻳﻤﻨﻊ ﺗﻮﺯﻳﻊ ﺍﻹﻋﻼﻧﺎﺕ ﻓﻲ ﺍﻷﻣﺎﻛﻦ ﺍﻟﻌﺎﻣﺔ ﻭﺍﻷﺣﻴﺎﺀ ﺍﻟﺴﻜﻨﻴﺔ‪.‬‬
‫‪8008000‬‬
‫‪www.sedd.ae‬‬
11. CoC Cert. of Manufacturer & Agent
Nil
Date
Ref.
: 23-01-2023
:
-
Combined Group Contracting Emirates LLC
Al Ain, UAE
Project
: Infrastructure and Landscaping works (Package 2), Al Khrair (Al Noud), Al
Ain
Subject
: Regional Material
To whom it may concern
Orient Concrete Products Factory hereby certify that the proposed material for the abovementioned project comprises of the following information.
1.
2.
3.
4.
Location of Manufacturing – Sharjah, United Arab Emirates
Distance from manufacturing Location to site – 160 Km
Mode of Transport – Land
Where it is used in the project – External landscape.
Thanks & Regards,
For Orient Concrete Products Factory.
ORIENT CONCRETE PRODUCTS FACTORY L.L.C
. ‫ﻡ‬. ‫ﻡ‬. ‫ﻣﺻﻧﻊ ﺍﻟﺷﺭﻕ ﻟﻠﻣﻧﺗﺟﺎﺕ ﺍﻷ ﺳﻣﻧﺗﻳ ﺔ ﺫ‬
P.O. Box: 150856, Sharjah, UAE T: +971 6 543 0832 F: +971 6 543 0831 E: info@ost.ae W:www.ost.ae
Certificate of Registration
This is to certify that Environmental Management System of
ORIENT CONCRETE PRODUCTS FACTORY
Plot 13680 Emirates Industrial City Behind Sajaa Police StationSajaa Industrial City, Sharjah, UAE
is in accordance with the requirements of the following standard
ISO 14001:2015
(Environmental Management System)
SCOPE
MANUFACTURING OF ARCHITECTURAL AND ORDINARY PRECAST
CONCRETE, CAST STONE AND GRC PRODUCTS
(IAF CODE:16)
Certificate Number : 240823029714
Registration Date :
Initial
st
1 nd Surveillance Date :
To verify certificate, visit at :
2 Surveillance Date :
Certificate Expiry Date :
www.arscert.com
https://uafaccreditation.org
https://www.iafcertsearch.org/
24-Aug-2023
24-Jul-2024
24-Jul-2025
23-Aug-2026
Issued by ARS Assessment Private Limited
Managing Director
CB-MS-3926
UAF Address : 400, North Center Dr, STE 202, Norfolk, VA 23502, United States of America :
This certificate remains the property of ARS and must be returned to ARS on Cancellation or Suspension of the certificate Validity of the certificate is subject to successful completion of surveillance audits.
Further clarification regarding the scope of this certificate and the applicability of standard may be obtained by consulting the Organisation on info@arscert.com
™
Certificate of Compliance
This is to certify that Occupational Health & Safety Management System of
ORIENT CONCRETE PRODUCTS FACTORY
Plot 13680 Emirates Industrial City Behind Sajaa Police StationSajaa Industrial City, Sharjah, UAE
is in accordance with the requirements of the following standard
ISO 45001:2018
(Occupational Health & Safety Management System)
SCOPE
MANUFACTURING OF ARCHITECTURAL AND ORDINARY PRECAST
CONCRETE, CAST STONE AND GRC PRODUCTS
Certificate Number : 240823039715
To verify certificate, visit at :
www.arscert.com
Registration Date :
Initial
st
1 nd Surveillance Date :
2 Surveillance Date :
Certificate Expiry Date :
24-Aug-2023
24-Jul-2024
24-Jul-2025
23-Aug-2026
Issued by ARS Assessment Private Limited
Managing Director
™
ARS Address : 3/29, Vinamra Khand, Gomtinagar - 226010, Lucknow, U.P., India
This certificate remains the property of ARS and must be returned to ARS on Cancellation or Suspension of the certificate Validity of the certificate is subject to successful completion of surveillance audits.
Further clarification regarding the scope of this certificate and the applicability of standard may be obtained by consulting the Organisation on info@arscert.com
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 1 of 15
ORIENT CONCRETE PRODUCT
QA-QCP-B1
QUALITY CONTROL PROCEDURE FOR PRODUCTION
AND SUPPLY OF ARCHITECTURAL PRECAST AND
CAST STONE
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 2 of 15
REVISION RECORD
This cover page is a record of all revisions of the document identified above by number and title. All
previous cover pages are hereby superseded.
Rev. No.
Date
Prepared by
Checked by
Approvals
Description and
Page Numbers of
Revisions
All printed copies are UNCONTROLLED and not subject to revision control. The Master copy of latest revision
of this document is available on the Project Server managed by QAQC department.
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 3 of 15
Table of Contents
1.0
PURPOSE ..................................................................................................................................................... 4
2.0
SCOPE........................................................................................................................................................... 4
3.0
REFERENCES ............................................................................................................................................. 4
4.0
DEFINITIONS & ABBREVIATIONS ......................................................................................................... 4
5.0
RESPONSIBILITIES .................................................................................................................................... 5
6.0
RESPONSIBILITY MATRIX ....................................................................................................................... 6
7.0
PROCEDURES ............................................................................................................................................ 6
7.1
7.2
8.0
INSPECTION CRITERIA ............................................................................................................................... 6
INSPECTION AND TESTING DURING PRODUCTION ..................................................................................... 7
CONTROL OF INSPECTION, MEASURING AND TEST EQUIPMENT ............................................. 8
RECORDS SHALL SHOW: ........................................................................................................................................... 9
x EQUIPMENT REFERENCE/SERIAL NUMBER & MODEL ........................................................................................ 9
x DESCRIPTION ................................................................................................................................................... 9
x MANUFACTURER OR SUPPLIER ......................................................................................................................... 9
x CALIBRATION FREQUENCY (IN MONTHS).......................................................................................................... 9
x DATE OF LAST CALIBRATION AND NAME OF PERSON OR COMPANY WHO PERFORMED IT .................................. 9
x METHOD OF CALIBRATION, CALIBRATION REPORT AND STANDARD CALIBRATED AGAINST ............................. 9
x STATUS (ACCEPTED OR REJECTED), IF REJECTED, ACTION TAKEN .................................................................... 9
9.0
PRODUCT INDENTIFICATION AND TRACEABILITY ......................................................................... 9
10.0
PROCESS CONTROL ............................................................................................................................ 9
11.0
GENERAL INSPECTION AND TESTING .......................................................................................... 10
12.0
PRE – POUR INSPECTION ................................................................................................................. 11
13.0
CONCRETE MIX INSPECTION AND TESTING ............................................................................... 12
14.0
CONCRETE CUBE TESTING .............................................................................................................. 12
15.0
FINAL INSPECTION AND APPROVAL ............................................................................................. 13
16.0
INSPECTION AND TEST STATUS .................................................................................................... 13
17.0
PRODUCT HANDLING, STORAGE, PACKAGING, PRESERVATION AND DELIVERY ........ 13
18.0
NON-CONFORMITY INSPECTION .................................................................................................... 14
19.0
FORMS ..................................................................................... ERROR! BOOKMARK NOT DEFINED.
ƒ
INSPECTION AND/OR TEST REQUEST ................................... ERROR! BOOKMARK NOT DEFINED.
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 4 of 15
1.0
PURPOSE
The purpose of this document is to laydown various quality control activities required for Architectural
Precast Concrete Works and to ensure that all works are carried out in accordance with the approved
shop drawings and contract specification and achieved required degree of quality.
2.0
SCOPE
The scope of this Quality Control Procedure is to describe the procedures that Orient Concrete
Product will adopt in fabrication and delivery of Architectural Precast and Cast Stone
x
x
x
x
x
x
x
Receiving, Inspection of Cement, Aggregates, Admixture, Water and Other Materials
Preparation of Concrete Mix
Inspection and Testing of Concrete Mixes, Cube Tests and Sampling
Inspection of Mould Fabrication and Assembly
Final Inspection of Precast Elements after Production
Non-Conformance Report
Handling And Storing
3.0
REFERENCES
4.0
DEFINITIONS & ABBREVIATIONS
COMPANY
ORIENT CONCRETE PRODUCT
PQP
PROJECT Quality Plan
QCP
Quality Control Procedure
ITP
Inspection and Test Plan
MES
Method Statement
TRA
Task Risk Assessment
QA/QC
Quality Assurance/Quality Control
NCR
Non Conformance Report
ITR
Inspection and/or Testing Request
MAR
Material Approval Request
TRA
Task Risk Assessment
QA-QCP-B1
NOV.2017
REV.- 00
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FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 5 of 15
5.0
RESPONSIBILITIES
Technical/Operation Manager
x Operation Manager is responsible for overall management of this project and all operation
involved in accordance with contract requirements.
x Review/approved the procedures/systems and monitoring their effectiveness throughout the
execution of works.
x Ensure that relevant staff member are aware of the requirements as per project specification
x
Responsible for reviewing and approving factory production and implementing schedules and
ensuring performance of production equipment.
Production Engineer
x Responsible for quality control/assurance, ensure all works are in compliance with the Method
Statement, ITP and Project Specification.
x Ensure works are being carried out in accordance with approved materials and shop drawings.
x Responsible for recording, keeping and documentation of related inspection reports.
x Ensure that the concerned work force is familiar with proper performance of activity in
accordance with requisite quality standards by use of approved materials and finish schedules,
drawings in reference to associated hazards and mitigated effect of the situation. He will be
responsible for co-ordination with other disciplines also. Supervising chart and drawing
production
x Responsible for supervising the works to ensure full compliance with HSE requirements and
procedures and to ensure that the work crew is familiar with the safety requirements of this
activity.
x Regularly pay casting yard visits to ensure that safety is being exercised at site as per
requirement.
x Promptly report accidents, incidents and near-misses
Foreman
x Responsible for execution of works as per specified requirements, recommendations of the
manufacturer of the product, relevant method statement and finishing schedules
Independent Testing Laboratory
x Sampling and conducting field testing according to the instructions of the Engineer and in
accordance with the project specifications
x To ensure that the required number of samples are taken from site pouring concrete for the
cubes testing.
x Issuing and reviewing all laboratory test result reports.
x Keeping a daily log of all the inspection requests submitted by the construction supervisor.
x Filling and compiling controlled copies of all test reports under the supervision and instructions
of the Engineer.
QA-QCP-B1
NOV.2017
REV.- 00
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Date : 25.11.2017
Page : 6 of 15
6.0
RESPONSIBILITY MATRIX
ACTIVITY
PARTIES
OCP
Project Execution Plan
Permits
Review of Project Specification
Review of Approved Construction
Drawing and Related Documents
Required Resources
Equipment Calibration Plan
Project Quality Forms
Develop Testing Schedule
Supply and Maintenance of
Equipment
Supply of Manpower
Supply mix concrete
Supply of Moulds
Coordination of Site Activities
Execution of Precast works
Delivery of Precast elements
Surface preparation and repairing
INSPECTION AND TESTING
Verification of Equipment Validity
Control Of Monitoring and
Calibration Equipment
Accomplishment of Forms
Mock-up and Trial Mix
Sampling And Testing of
Materials
Tagging and Marking
Progress of Works
Inspection and Testing Report
Laboratory Reports
7.0
7.1
x
R
A
Responsible
Accountable
C
I
Consulted
Informed
CONTRACTOR
CLIENT
R
R
R
R
A
A
A
A
C
C
C
C
R
R
R
R
R
I
I
I
A
I
I
I
C
I
I
A
A
A
A
C
C
I
I
R
R
R
A
A
A
I
I
I
R
R
R
R
A
A
C
C
I
I
I
I
R
R
R
R
R
R
R
R
R
REMARKS
Refer to ITP
For more
details
The party who does something as part of their job or role to do a specific task.
The party to justify actions or decisions made to deliver the completed task.
(Accountable is also Responsible)
The party whose opinions are sought by the responsible party.
The party that should be kept up to date on progress with the task.
PROCEDURES
Inspection Criteria
The following general inspection and test criteria will be conformed to either prior to, or during,
the production processes at the factory.
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
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ARCHITECTURAL PRECAST & CAST
STONE
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Rev.No. 00
Date : 25.11.2017
Page : 7 of 15
x
x
x
7.2
Specific details relative to this project shall be contained in the Inspection and Test Plan (ITP),
which shall be read in conjunction with Project Quality Plan (PQP) and this Quality Control
Procedure (QCP).
All tests shall be performed as per applicable international standards & project specifications, in
strict compliance with customer requirements.
Receiving and inspection frequency of concrete raw materials, rebars and others items
specified on the drawing shall be carried out in accordance with the project quality plan and
specification.
Inspection and Testing during production
In general, all tests specified during the course of the work (i.e., during precast unit production)
shall be carried out by approved third party laboratory. Some additional tests will nonetheless
take place in approve independent testing laboratory (e.g., tests on fresh concrete and certain
additional compressive strength tests).The details shall be mentioned in related ITP;
nonetheless, the following is a brief overview of inspection/testing particularity during
production.
a) Cement: Cement test certificates shall be obtained from the supplier with each delivery.
The test certificate should confirm the chemical composition and physical test
information conforming to an appropriate standard and confirm that the cement is fresh.
Cement shall comply with ASTM C150.
b) Aggregates: All types of aggregates used for concrete works shall be tested as specified
under BS and ASTM standard. The specified tests shall be carried out by the main
contractor through approved independent laboratory; sieve analysis will be conducted
in-house or 3rt Party Testing Facilities and tests results for delivered aggregates will be
recorded. Storekeeper shall retain approved sample of aggregates for comparison at
the time of receiving inspection. Aggregates shall comply with the requirements of BS
882.
c) Water: Water shall be tested by approved external laboratory, whenever required to do
so by the Engineer. Water shall comply with BS 3148 / BS EN 1008. The water sample
shall be taken from batching plant.
d) Concrete mix: Proposed concrete mix shall be prepared in compliance of criteria
prescribed by the specification. Designed to obtain the desired 28 days compressive
strength and durability requirements. Tested as specified by the main contractor under
specification clause 13.0. The specified tests on hardened concrete (strength and
durability) shall be carried out by/through approved independent laboratory or in-house
after client’s approval; testing of fresh concrete (slump & temperature) as well as
additional tests (e.g., compressive strength prior to 7 days or early strength cubes) shall
be conducted in-house or independent laboratory. Sampling of raw concrete materials
prior to independent testing shall be conducted in the presence and approval of the
client. Testing frequency will carried out in line with the requirement of project
specification.
e) Steel: The type of steel, size and origin shall be as specified and approved by client.
Test certificates / mill reports shall be obtained from the supplier. Typically the
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NOV.2017
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Date : 25.11.2017
Page : 8 of 15
certificates and reports should indicate conformance to applicable standards in line with
the project specification. No independent testing is anticipated during production. Steel
reinforcement shall comply with BS 4449. As Per specification clause 15.5 minimum500
N /mm2 tensile strength reinforcement shall be used.
f)
Inspection of delivered material shall be conducted in line with OST material receipt
procedure. The receiving inspection of cement, sand, aggregates and steel, will in
particular ensure that these are delivered with necessary mill test certificates. These
certificates shall be verified by Production Engineer.
g)
Concrete additives shall be measured, checked and recorded on computer print-out for
computerized batching plant. Admixtures shall comply with BS EN 480. Each delivery of
admixture shall a company with the relevant and up to date test report. Storage of
chemical shall comply the manufacturer MSDS and HSE requirements.
h) Raw materials sampling and inspection for concrete ingredients, rebars and embedded
items shall be carried out in accordance with the project specification.
8.0
CONTROL OF INSPECTION, MEASURING AND TEST EQUIPMENT
x
x
Objective:
To ensure that any inspection, measuring or test equipment is fit for purpose and has been
properly calibrated, within the specified time scale, by a competent individual or company, and
that record of calibration are kept, and equipment is properly marked.All equipment used for
inspecting, measuring and testing of process control shall be registered, controlled and
calibrated as per specification and standards.
x
The QA/QC Engineer is responsible for the registration off all factory inspection, measuring
and test equipment. He shall ensure that calibration is performed by recognized competent
companies and that the calibration is performed against known standards.
x
All calibrated equipment shall be clearly marked with:
ƒ
ƒ
ƒ
x
The equipment reference number.
Calibration due date.
Any known deviation
.
All calibrated equipment shall have a signed certificate of calibration issued by the company
performing the calibration. Any rejected equipment shall be removed from service by the
QA/QC Engineer and shall not be used until it has been repaired and recalibrated.
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 9 of 15
Records shall show:
Equipment reference/serial number & model
x
x
Description
x
Manufacturer or supplier
x
Calibration frequency (in months)
x
Date of last calibration and name of person or company who performed it
x
Method of calibration, calibration report and standard calibrated against
x
Status (accepted or rejected), if rejected, action taken
x
9.0
Records of calibration for factory and sites equipment shall be maintained at the factory.
Records shall be filed in order.
PRODUCT INDENTIFICATION AND TRACEABILITY
Objective:
To ensure that products and materials are correctly identified and remain traceable to the
Customer’s satisfaction, and that only approved materials are used.
x
Identification of materials and products used in the factory or in the factory production process
shall be maintained by the QA/QC Engineer during all stages of production and installation.
This requirement remains valid from the time of receipt through to final inspection and release.
x
Methods of identification shall be appropriate to the type of product and shall be used to
record production information for identification and traceability purpose.
x
All consignments of production materials received by the factory shall be inspected and
allocated to specific storage areas by the QA/QC Engineer or responsible foreman.
x
Material Status List for each project shall be retained in the project file by QA/QC Engineer. It
is. The responsibility of QA/QC Engineer to verify that all materials are approved for use.
10.0
PROCESS CONTROL
Objective:
To ensure that process operations are planned and controlled and that proper inspections are
performed and recorded during the production process.
x
All production processes shall be planned by Production Engineer to ensure adequate levels of
resources, personnel and controls are applied at each stage to give a product and service
conforming to Client’s requirements.
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NOV.2017
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ARCHITECTURAL PRECAST & CAST
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Rev.No. 00
Date : 25.11.2017
Page : 10 of 15
x
Construction and installation activities shall be planned by Factory Manager to ensure
adequate resources are available to perform the work at each stage of the project. He shall
generate project work programmes.
x
Process control parameters are monitored at the factory and shall be recorded in accordance
with these procedures and factory Work Instructions.
x
Process control shall be ensured by a series of inspections performed and signed for by the
relevant area of activity foreman under the direction of Operation Manager. Production
Engineer shall be responsible for monitoring and maintaining records of all inspections.
Process control inspections and test are:
x
Material receipt, including cut & bent rebar (performed at approved cut & bent facility [Delivery
note + accompanying records]
Material receipt, concrete ingredients such as ( Cement, Admixture & Aggregates ) Delivery
note, mill certificate + accompanying records]
Mould fabrication, installation & inspectionConcrete mix inspection and testing
Precast units demoulding and handling
Precast units repair & finishing
Precast units curing, application of curing compound & approval
Final inspection and delivery to site
x
x
x
x
x
x
x
11.0
GENERAL INSPECTION AND TESTING
Objective:
To ensure that the materials conform to specification as required by the Customer and, to
ensure verification that all requisitioned material has been correctly supplied, checked and
recorded. Inspections and tests shall be appropriate to the type and criticality of the work
x
On delivery Production Engineer will check the stockpiles to ensure that no overspill has, or is
likely to, occur as a result of the delivery.
x
Aggregate storage shall be free draining and so located as to minimize the possibility of
contamination.
x
Deliveries of cement shall be inspected by the batching plant operator who shall check the
delivery note and mill certificate. Production Engineer shall verify supplier’s certificate against
the relevant standard. Third party test shall be arranged if required by the Customer.
x
Reinforcement bars shall be inspected and logged from time it arrives on the production site, in
accordance with specification requirements.
x
All project quality requirements shall be as stated in Quality Control Program (QCP) and in
Inspection and Test Plans (ITP).
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x
Inspection and testing during the construction and factory processes shall be verified.
x
All inspections and tests shall be recorded and shall provide positive identification of the
material, components, item or equipment.
x
Prior to releasing products for installation or delivery to a Client, all inspections and tests shall
be performed according to this procedure or the project ITP.
x
All inspections and tests shall be properly recorded and records shall be maintained until the
completion certificate is received from the Client.
x
Operation Manager is responsible for ensuring that agreements for changes are given in
writing by the Customer. Where the instruction is given verbally, appropriate letter shall be sent
to confirm verbal instruction.
x
In the event where inspection or testing indicate a nonconformance to specification, applicable
procedures and/or contract requirements, the procedure for control of non-confirming product
will be implemented, and necessary NCR issued, followed up and closed to the satisfaction of
client.
12.0
PRE – POUR INSPECTION
Objective:
To ensure that all precast panel casting beds and moulds, that are to be used on the project,
are prepared in accordance with Customer approved shop drawing and specifications.
x
Production Engineer shall be responsible for ensuring that all pre-pour inspections are properly
done. Factory Manager shall detail the requirements of the new work and highlight specific Customer
requirements, including; standards, specifications, inspections, tests special requirements and quality
standards.
x
On completion of preparatory work on moulds, This inspection shall verify the following:
x
x
x
x
x
x
x
x
x
The mould is dimensionally correct and within specified tolerances.
The reinforcement is correct with regards to size, spacing, cover, completeness and the steel is
free of mill scale.
The casting bed or mould is free of debris and is clean.
All criteria of the drawing or specification are satisfied.
That only approved material are being used.
No other factors exist that could affect the finished quality.
That all parties fully understand the requirements and can implement these.
That the workforce is familiar with, and have been instructed in, the method statement
Production work on any mould shall not commence until the first unit produced has been
inspected and approved.
QA-QCP-B1
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REV.- 00
QUALITY CONTROL PROCEDURE
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ARCHITECTURAL PRECAST & CAST
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Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
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x
All personnel authorized to perform subsequent inspections will have attended the first off
inspection and will have signed the inspection form to indicate their awareness of the required
standards and specifications.
x
Production Engineer shall be made aware of approved materials in the Materials Status for
the new work during the first off inspections.
x
QA/QC Engineer shall maintain records of all material and production inspections.
13.0
CONCRETE MIX INSPECTION AND TESTING
Objective:
To ensure that concrete conforms to Customer specification and is tested and recorded.
x
All concrete mix designs shall be approved by the client and as per agreed sample.
Approval shall only be given if the following criteria are meet:
ƒ Concrete mix design is in accordance with the Customer specification.
ƒ Batching plants has been set for the correct mix design.
ƒ Concrete temperature has been recorded and meets specification.
ƒ Transportation, pouring and vibrating requirements of concrete are known and are in
place prior to
pouring. Arrangements are in place to monitor these requirements
throughout the pouring operations.
x
Operation Manager shall ensure that Engineer has been instructed on the requirements.
Providing the arrangements and requirements stipulated above are met as per approval.
x
Production Engineer shall be responsible for ensuring that transportation, pouring, vibrating,
finishing, protection of finished products and curing are all performed in accordance with
project specification.
x
Engineer shall retain records of the concrete mix design forms and daily batching plant report.
14.0
x
x
CONCRETE CUBE TESTING
Objective:
To ensure that concrete mix designs conform to Company specifications.
Dependent on the requirements of the Client, concrete cube testing for compressive strength
and durability requirements shall be performed by the approved third party testing laboratory.
Approved testing laboratory shall be performed where the Customer does not require external
testing of materials. The testing requirements shall be identified either from the Customer
documents, or Inspection and Test Plan, by the QA/QC Engineer.
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x
Tests shall only be conducted by individuals who are competent, and authorized in writing.
Tests shall be performed in the on-site approved testing laboratory. A record shall be kept by
the engineer of all cubes taken for test.
x
Records of external test results shall be maintained. A copy of external test results shall be
placed in the project file. Engineer shall forward the original test results to the Client if required.
15.0
FINAL INSPECTION AND APPROVAL
Objective:
To ensure that all precast components are made according to Customer specifications and
drawing and are inspected prior to leaving the factory.
x
x
x
x
x
16.0
Inspection and Test Plan, where prepared, shall give the requirements for final inspection. Any
repair required shall be conducted in strict compliance with approved repair material and
approved repair methodology.
The final inspection shall be performed, immediately prior to the unit leaving the factory.
The final inspection may be further subject to consultant/customer approval, as may be agreed
and documented.
Final finishes such as local smoothness, colour, aggregates exposure and polished face shall
be checked by the engineer as per the approved sample by the client.
Shape and architectural features as per shop drawing shall be checked thoroughly prior to
dispatch and packaging
INSPECTION AND TEST STATUS
x
The inspection and test status shall be recorded by Engineer at each stage of production
against the requirements of the Inspection and Test Plan. This ensures that only conforming
products continue to pass through the production cycle.
x
Records shall maintained by Engineer to reflect acceptance or rejection status of the product
inspections and test at the various process stages, and any authorized concession.
17.0
PRODUCT HANDLING, STORAGE, PACKAGING, PRESERVATION AND DELIVERY
x
Materials and products used during factory installation and process activities are controlled to
ensure the integrity of the items is maintained to a documented quality level. Operation
Manager has overall responsibility for all material and products, used at the factory.
x
Materials and products, regardless of source or size, are handled so as to prevent or minimize
damage and deterioration. Engineer shall ensure that suitable handling equipment for all task
is provided to the factory personnel, and that the personnel are instructed in the correct use of
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 14 of 15
handling equipment for the work tasks they perform. The responsibility for this instruction may
be delegated to the foremen responsible in each area or activity.
x
All items shall be stored in suitable areas and in conditions appropriate to the finished product.
Storage areas shall be provided at the factory for all production materials and finished units of
production. Storage areas shall be clearly identified and maintained in a clean and tidy
condition. Where appropriate storage areas shall be clearly marked. The responsibility for
designating storage areas shall rest with General Foreman. The area foremen are responsible
for maintenance and marking of the storage areas.
x
Loading foreman shall be responsible for ensuring the safe loading of units onto the transport
vehicles. All units shall be properly identified and inspected prior to being loaded; this shall be
verified by the Loading Foreman against the Delivery Note.
x
Preservation of stored material shall, where stipulated by the Customer, be performed at all
stages to conform to Customer needs and/or Inspection and Test Plan or Method Statement.
This activity shall be the responsibility of the storekeeper (for items held in the warehouse) and
the area foreman (where items are stored externally), and shall be performed in line with
details of preservation supplied by the Customer.
x
Delivery of materials, precast units or equipment from the factory shall be performed to ensure
that transportation is appropriate to the quantity, quality and size of the deliverable. This
responsibility shall rest with the Loading Foreman. All deliveries shall be recorded on Delivery
Note prepared by the Storekeeper or Loading Charge Hand or Garage Foreman (for delivery
of materials or precast units or equipment, respectively), checked by the Loading Foreman and
given to the driver of the vehicle. The driver shall ensure that on delivery the Delivery Note is
signed by the recipient. The signed Delivery Note shall be returned by the driver to Engineer.
18.0
NON-CONFORMITY INSPECTION
x
Raise a NCR detailing any corrective action taken or needed. They shall promptly execute and
co-ordinate actions to close out the NCR.
x
Employees with responsibility for actioning NCRs shall review the NCR and propose nonconformance disposition and corrective action to eliminate the cause of deficiency. The
proposal shall be realistic and meaningful taking into account the nature of the nonconformance and the factors necessary to eliminate it. The proposed corrective action shall be
discussed and agreed . The action party shall implement agreed corrective action within time
scale.
QA-QCP-B1
NOV.2017
REV.- 00
QUALITY CONTROL PROCEDURE
FOR PRODUCTION AND SUPPLY OF
ARCHITECTURAL PRECAST & CAST
STONE
Ref.No.: QA-QCP-B1
Rev.No. 00
Date : 25.11.2017
Page : 15 of 15
19.0
APPENDICES
¾
¾
¾
INSPECTION TEST PLAN
METHOD STATEMENT
FORM & CHECKLIST
QA-QCP-B1
NOV.2017
REV.- 00
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 1 of 12
ORIENT CONCRETE PRODUCT
METHOD STATEMENT FOR PRODUCTION AND
SUPPLY OF PRECAST ARCHITECTURAL PRECAST &
CAST STONE
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 2 of 12
REVISION RECORD
This cover page is a record of all revisions of the document identified above by number and title. All
previous cover pages are hereby superseded and are to be destroyed.
Rev. No.
00
Rev. Date
Nov-2017
Prepared by
Checked by
Approvals
Description and Page
Numbers of Revisions
OCP
All printed copies are UNCONTROLLED and not subject to revision control. The Master copy of latest revision of
this document is available on the Project Server managed by QAQC department.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 3 of 12
Table of Contents
1.0
PURPOSE & SCOPE ..................................................................................................................................... 4
2.0
REFERENCES ................................................................................................................................................ 4
3.0
DEFINITIONS & ABBREVIATONS ............................................................................................................. 4
4.0
RESPONSIBILITIES ...................................................................................................................................... 5
4.1
TECHNICAL/ OPERATION MANAGER ..................................................................................................... 5
4.2
4.3
5.6
PRODUCTION ENGINEER ................................................................................................................................ 5
QC ENGINEER ............................................................................................................................................... 5
FOREMAN ....................................................................................................................................................... 6
6
TOOLS AND EQUIPMENTS ............................................................................................................................ 6
7
PROCEDURES ................................................................................................................................................... 6
7.1
RESOURCES ................................................................................................................................................... 6
7.1.1
FACTORY ............................................................................................................................................... 6
7.1.2
TECHNICAL/MATERIAL APPROVAL ............................................................................................. 6
7.1.3
REINFORCEMENT BAR ............................................................................................................................... 7
7.1.4
EMBEDDED ITEMS & DEVICES ................................................................................................................... 7
7.1.5
FORMWORKS ............................................................................................................................................. 7
7.2
PRE-POUR PRODUCTION ................................................................................................................................ 8
7.2.1
FABRICATION TOLERANCE ............................................................................................................. 8
7.2.2
REINFORCEMENT WORK ........................................................................................................................... 8
7.2.3
MOULD PREPARATION ............................................................................................................................... 8
7.2.4
CONCRETE POURING AND VIBRATION ........................................................................................ 9
7.2.5
CONCRETE TESTING .......................................................................................................................... 9
7.2.6
CONCRETING IN HOT WEATHER .......................................................................................................... 10
7.3
POST-POUR PRODUCTION ............................................................................................................................ 10
7.3.1
EXPOSE FINISHING ........................................................................................................................... 10
7.3.2
DELIVERY ............................................................................................................................................ 10
8
HSE REQUIREMENTS .................................................................................................................................... 11
8.1
9
10
SAFETY PRECAUTION .......................................................................................................................... 11
QA/QC REQUIREMENTS ............................................................................................................................... 11
ATTACHMENT ............................................................................................................................................. 12
APPENDIX A – INSPECTION TEST PLAN ......................................................................................................... 12
APPENDIX B – CHECKLIST .................................................................................................................................. 12
APPENDIX C – PCI MANUAL ............................................................................................................................... 12
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 4 of 12
1.0 PURPOSE & SCOPE
The purpose of this Method Statement is to describe the procedures that Orient Concrete Product will
adopt the production and transportation of the precast architectural concrete and cast stone in
accordance with Quality Control Procedure, Shop drawings, Project Specification and Related
Standard.
This Method Statement will refer to technical/architectural aspects of the method of construction for the
precast elements
Production and delivery of precast concrete elements as detailed on contract drawings and approved
shop drawings consist of:
x
Production, Delivery and Storage of Precast Architectural Element and Cast In stone Products.
This method statement shall read in conjunction with below reference documents.
2.0 REFERENCES
Sn
Document No
Document Title
1
QA-QCP-B-1-00
Quality Control Procedure
2
QA-ITP- B-2-00
Inspection Test Plan
3
PCI Manual 117
Manual for Architectural Precast Concrete Product
4
Project Specification
5
Approved Shop Drawing
Manual for Quality Control for Plants and Production of
Precast Concrete Products
8
PCI Mnl 116
3.0 DEFINITIONS & ABBREVIATONS
MES
Method Statement
MAR
Material Approval Request
QCP
Quality Control Procedure
ITP
Inspection and Test Plan
TRA
Task Risk Assessment
PCI
Precast Concrete Institute
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 5 of 12
4.0 RESPONSIBILITIES
4.1
x
x
x
x
x
x
x
TECHNICAL/ OPERATION MANAGER
Responsible for reviewing and approving factory production and implementing schedules and
ensuring performance of production equipment.
Review the Method Statements prior to execution and explain the same to his subordinates
Provide the necessary information, material, equipment, and machinery to his team to carry out
the job.
Ensuring Work execution is being carried out as per project specifications and approved method
of statement.
Ensuring all Precast works are in safe conditions
Stop all unsafe work activities.
Ensure that all new employees in the company are provided with a copy of the policy statement,
receive such induction training as may be laid down in procedures, are issued with personal
protective equipment as required and their personal responsibilities as set out in this manual
4.2 PRODUCTION ENGINEER
x
x
x
x
x
Ensure that the concerned work force is familiar with proper performance of activity in
accordance with requisite quality standards by use of approved materials and finish schedules,
drawings in reference to associated hazards and mitigated effect of the situation. He will be
responsible for co-ordination with other disciplines also.
Review fabrication drawing and carried out the implementation of method of statement.
Reporting to factory manager for daily production activities
Ensure that all new employees in the company are provided with a copy of the policy statement,
receive such induction training as may be laid down in procedures, are issued with personal
protective equipment as required and their personal responsibilities as set out in this manual.
Set a personal example with regard to health and safety matters.
4.3 QC ENGINEER
x
x
x
x
x
x
Conduct inspections and monitor the required tests as per the relevant Method Statement and
ITP.
Ensure that personnel are fully aware of the quality requirements relevant to their discipline and
work.
Ensure that the workers under his command fully understand the procedures and hazards
involved in the job.
Responsible for the development of a QA/QC and inspection program which meets the
provisions of the appropriate specifications.
Verify by test or inspection that products used comply with contractual requirements before
they are utilized.
Manage and oversee project quality to ensure compliance to codes, standards, regulations,
equipment specific specifications, and QMS requirements.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 6 of 12
x
Identify problems, find plausible solutions and implement those solutions to achieve
objectives of the project.
5.6 FOREMAN
x
x
x
x
x
x
6
Ensure that the workers under his command fully understand the procedures and hazards
involved in the job.
Execution of all sides of Concrete Precast works in accordance to the method statement.
Making regular check-ups ensuring all machinery and equipment related to the activity are
working properly.
Ensure that properly documented quality records are maintained as per established Method
Statement, ITP.
Stop all unsafe work activities.
Set a personal example with regard to health and safety matters.
TOOLS AND EQUIPMENTS
Equipment that shall be used in production of precast concrete elements.
x
x
x
x
x
x
x
x
7
Batching plant
Fork lift
Poker Vibrator
Slump cones
Cube moulds
Concrete thermometers
Polisher/ Buffing Disk
Electrical Grinder
PROCEDURES
7.1 RESOURCES
7.1.1
FACTORY
Precast Factory shall be sufficient and in full capacity to covered the whole production line,
storage and access for incoming and outgoing deliveries of the project. Site Plan as attached on
Appendix B.
7.1.2
TECHNICAL/MATERIAL APPROVAL
Shop Drawing, Sample, & Materials shall be subjected to approval of Contractor/Client through
Approval Request.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 7 of 12
Shop drawing and design concept shall be submitted for Contractor/Client approval and
requirement
The Concrete Mix Design ingredients as per the required grades and as per the Specifications
will be submitted to Contractor/Client for review and approval. Approved concrete ready mix
suppliers & trial mixes of approved mix design for the Project shall be carried out including all
testing in accordance with the project specifications.
7.1.3
REINFORCEMENT BAR
Reinforcement Steel Bars shall be deformed round bars with 500 N/mm² characteristic yield
strength - complying with BS 4449, grade 500. Sample of Test and Mill Certificates is presented
in the Material Approval Request. Reinforcing steel bars shall be stored properly, covered and
away from dust, humidity and other aggressive materials, with named tag labels identifying its
size. Sampling of steel shall be selected for testing as per frequency of project specifications.
7.1.4
x
x
x
All Structural Steel Devices embedded in the precast concrete members or used for
connections of these members, for lifting, fixing, etc. shall comply with BS EN10025 S275 or
ASTM A36/A36M. Welded headed studs shall be in conformance with ASTM A108 and
deformed anchor bars with ASTM A706.
Approved Spacer blocks manufactured from concrete shall be used. These spacer blocks
shall be tied to the links by mild steel tying wire.
All reinforcement shall be securely tied together by mild steel tying wire at the intersections
of the bars in sufficient numbers such that the entire cage is rigid, and will not be displaced
whilst placing the concrete. All loose ends of tying wires shall be bent inwards to avoid any
lack of cover to the wire. Welding shall not be used as a means to fix reinforcing bars
together unless explicitly agreed to by the Client.
7.1.5
x
x
x
EMBEDDED ITEMS & DEVICES
FORMWORKS
Production/molds area, storage and curing area, steel yard, batching plant and cranage
facilities designated for this particular Project will be presented to the Contractor, the
Company and Company’s representatives during their initial inspection visit.
Mould to be used for production for precast element are made by Wood and GRP, these
moulds shall be of sufficient length and properly constructed in order to achieve the precast
element finishes required, as per the approved sections, shop drawings and allowable
tolerances. The moulds shall be watertight to prevent any loss of cement slurry during
vibration of fresh concrete.
Formwork shall be thoroughly cleaned and approved release agent shall be applied before
placing the reinforcement. Care shall be taken that the release agent does not contact
reinforcement.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 8 of 12
x
x
x
x
Forms previously casted concrete shall be thoroughly cleaned of all sawdust, tie wire,
shavings and debris.
External corners or exposed surface corners shall have chamfer as specified in the
drawings.
Formwork shall be firmly secured to take the expected load of concrete without any
deformation.
Care shall be taken to avoid damage to the hardened concrete during removal of forms.
Removal of formwork shall commence after concrete has attained sufficient strength without
damaging the concrete.
Figure 1: Formworks
7.2 PRE-POUR PRODUCTION
7.2.1
FABRICATION TOLERANCE
Fabrication tolerances shall be according to the Project's Specifications. PCI Manual for Quality
Control for Plants and Production of Architectural Precsat Concrete units PCI MNL-117 will be
followed for the tolerances not defined in Specifications.
7.2.2
x
The reinforcement cage will be fabricated in the yard, will be transported and placed inside
the mould. Inspection will be done prior to close the inner formwork. Placement of steel bars,
ties, lifting and anchoring devices shall be within tolerances of the shop drawings. All
reinforcing steel shall have a clear cover as indicated on the shop drawings. Approved
spacers will be used as necessary to ensure required spacing and cover for reinforcement.
7.2.3
x
REINFORCEMENT WORK
MOULD PREPARATION
Prior to placing concrete, formwork dimensions, formwork stability, edge details and
penetrations, connection details, insert locations, types and fixing to reinforcement,
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 9 of 12
x
x
x
reinforcement sizes, reinforcement locations, reinforcement cover, reinforcement fixing and
form oil effectiveness shall be inspected for compliance with the drawings and specifications.
The mould side form/shutter shall be assembled on the casting table, where the elements
dimension are marked with respect to the approved drawings by welding or nut bolts system,
whenever is convenient for the production activity, considering the number of elements to be
cast and lifting position.
Form surfaces ( bed and side shutters ) to be in contact with concrete must be treated with
an effective approved release agent following the manufacturer recommendation. Form
release agent shall be applied before placing of reinforcement steel and other accessories.
Ensure mould are clean and free from any contamination before the application of release
agent.
All conduits that must be pre-installed and grooves/recesses that must be provided in the
precast elements shall be additionally checked prior to concreting. All utility openings (if any)
will be strictly coordinated with M&E subcontractor, regarding structural suitability (with
limitation of size, location and levels).
7.2.4
x
x
x
x
x
x
The concrete pouring shall be from approved concrete mix design.
The placing of concrete shall be in accordance with Project specifications.
Concrete shall be placed in a uniform manner and properly spread over the area before
commencing vibration. Placement and vibration of concrete shall be done properly in order
to obtain good compaction and avoid honeycombs and air pockets. Continuous flow of
concrete shall be ensured. The QA/QC Engineer assigned to the Project shall strictly abide
by the Quality Control Manual and requirement on the project of specification.
Concrete shall be compacted with poker vibrators and/or form vibrators running in channels
along both sides of the moulds. Vibrators shall have operating frequencies that produce wellconsolidated placements. They shall be moved at a rate so vibration is sufficient to embed
coarse aggregate and bring enough paste to the surface for finishing (rate of 1m’/minute).
Cold joints are not acceptable.
Prior to pouring concrete against an adjacent face (construction joint), the face shall be clean
and free of dirt, films, paint, coatings or other foreign matter
Vibration shall be done in a careful manner in order to avoid displacement of reinforcement,
and other accessories
7.2.5
x
x
x
CONCRETE POURING AND VIBRATION
CONCRETE TESTING
Temperature and slump test shall be taken for the concrete from each delivery.
Slump reading shall be as per the approved mix design. Concrete Temperature shall not
exceed the permissible limit of 30 degrees.
Sample for production concrete cube tests shall be taken at the average rate of 3 cubes per
daily placed concrete. One cube shall be tested at 7 days and 2 cubes for 28 days. For
testing purposes, set of mix cubes shall be taken from freshly mixed concrete, cubes will be
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 10 of 12
tested to the approved testing laboratory ( if required ) for 7 days and cubes for 28 days
respectively
7.2.6
x
x
x
CONCRETING IN HOT WEATHER
Concreting operations shall be in strict compliance with ACI 305 “Recommended Practices
for Hot Weather Concreting”, ACI 308 “Recommended Practice for Curing Concrete” and
CIRIA guide to concrete in Gulf Region.
The temperature of the concrete at the time of placing shall not exceed to 30º degree
Celsius. Concreting is not permitted once the ambient temperature reach greater than 40º
degree.
Chilled water shall be used when necessary, in order to ensure that the temperature of the
concrete does not exceed 30º degree Celsius. In addition, proper storage of materials shall
be ensured.
7.3 POST-POUR PRODUCTION
7.3.1
x
x
x
x
x
EXPOSE FINISHING
The exposed surfaces of the concrete shall be finished properly with wooden hand floats and
then troweled smoothly.
If necessary, minor damages, blemishes, pinholes and none uniformed surface will be repair
using approved repair materials following the procedure of manufacturer recommendation.
Any special finishes required or rough surface shall be described in the shop drawings,
unless otherwise follow the prescribed in the project specification.
Stone finishes shall be obtained as per the approved sample, proper care shall be observed
during this process to ensure all element has similar architectural finishes prior to installation
at site.
Upon completion of final touch up and repair, precast elements shall be stored in a proper
and adequate manner, packaging ( if required ) shall be placed to ensure each final product
are within the good condition prior to delivery.
7.3.2
DELIVERY
Adequate care shall be taken in handling and transporting of precast elements, as so to ensure
that they reach their destination without damage. The Project department shall prepare weekly
forecast for the delivery, in order to ensure the delivery of required element on scheduled
delivery date. Daily coordination between factory and project team at site will ensure the delivery
scheduled match with the approved program.
Elements shall be transported on flat bed trailers depending upon the precast size. Elements
shall be well propped against any movement during transportation.
Cranes with adequate capacity and necessary lifting device will be available on site.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 11 of 12
Wooden or polystyrene support shall be provided to ensure the stability of the precast elements.
Route for Vehicle/Equipment to Site shall be followed only as directed by traffic department with
mandatory road permits for transporting precast elements.
We shall study, any special requirement for the transportation of precast element due to height,
weight and shape of the panel and appropriate transport solution will be adopted to carry out the
task efficiently, safely and cost effectively.
8
HSE REQUIREMENTS
8.1 SAFETY PRECAUTION
All works shall be undertaken in accordance with OCP Company Policy as well as following the
HSE guide lines and all individual operations shall be set up and given to ensure that they
comply with Safety Requirements.
x
x
x
x
x
x
9
Hazards involved in every activity shall be explained to workers during toolbox meetings.
The fabrication of the precast members shall be done within the area allocated inside the
production yard.
All necessary barricades, safety notices, safety tools, and warning devices shall be
clearly displayed at site.
Reducing and/or eliminating the human errors which are predominantly causing many
untoward incidents.
Basic PPE shall be worn by all employees (Safety Shoes, Hand Gloves, Hard Hat,
Safety Goggles and High-viz vests)
The working place shall be kept clean and tidy.
QA/QC REQUIREMENTS
x
x
x
x
x
x
x
Ensure compliance with the Quality Control Procedure and with the Inspection and
Inspection Test Plan.
The Contractor shall obtain permission at least 24 hours in advance of any concrete
pour.
Concrete mix design shall be available on site.
Reinforcement steel shall have valid mill certificates
Visual inspections and surveys will be made regularly to ensure installation is safe and
as per the project requirement.
Concrete cubes shall be taken for compressive strength and shall be tested for 7 and 28
days.
Proper supervision on the precast works and related operating equipment will be
ensured by the site team in charge.
Ref. No.: QA-MS-B-3
METHOD STATEMENT FOR PRODUCTION Rev. No. 00
AND SUPPLY OF PRECAST
Date : 25.11.2017
ARCHITECTURAL PRECAST & CAST
STONE
Page : 12 of 12
10 ATTACHMENT
APPENDIX A – INSPECTION TEST PLAN
APPENDIX B – CHECKLIST
APPENDIX C – PCI MANUAL
Project Name:
Project Number:
Document Title:
Document Number:
Rev. No.:
/E^Wd/KEd^dW>E
Activity No.
Activity Description
1
Preliminary Documents
1.1
Design Calculation,
Shop Drawings,
Inspection and Test Plan
Method Statement &
Concrete Mix Design
2
Materials
2.1
Cement
Aggregates
Water & Admixture
Steel Reinforcements
Repair Materials
& Other material
approval
3
Pre- Production
Inspection/Verific
ation Records
Project
Specification,
Contract Drawings,
Contract
Documents,
Reference
Standard
Material &
Submittals
Material approvals
Product data sheet
As per Project
Specification
3.1
Sample Approval
As per Project
Specification
Concrete Mix
Design
3.2
Mock Up Elements (if
applicable )
Approved Shop
drawings
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Acceptance Criteria
Inspection
Frequency
Reference
Documents
OCP
Action Responsibility
MC
CLIENT
TP
Once/Beginning
Approval of
Material &
Technical
Submittals
H
H
H
H
Material
delivered
complying to material
approvals / approved
drawings/
Project
Specification
Once/Beginning
Material delivery
notes / Test
Certificate
H
W
R
R
In accordance with the
client acceptance for the
exposure
and
architectural
requirement
Once/Beginning
Approved Sample
H
H
H
H
As per approved Mock
up
sample
and
inspection
Once/Beginning
Visual Inspection
H
H
H
H
Technical
Project Name:
Project Number:
Document Title:
Document Number:
Mould Fabrication
Approved Shop
drawings
Formwork dimensions,
shape and feature as per
approved shop drawings
3.4
Reinforcement and cast
in items
Approved Shop
drawings
Approved Source
Types and size of
Material
3.5
Concrete Casting
3.6
Fabrication Tolerances
4
Post-Production
4.1
4.2
3.3
Rev. No.:
Once/Beginning
/ or as per
agreed
frequency
Checklist/
Drawing
H
W
S
S
Clean of loose rust.
Diameter, spacing and
cover,
Support
and
tightness. In compliance
with BS4449
Once/Beginning
/ or as per
agreed
frequency
Checklist/
Drawing
H
W
S
S
Approved Mix
Design
Approved Materials
Compliance with the
approved sample and
mix design
Each Elements
Batching Plant
Report
H
S
S
S
PCI MNL As per
approved Sample
117
As per PCI Tolerance
Manual for Architectural
Product
Each Elements
PCI Manual
R
R
R
R
Polishing/ Exposure
Polishing/
Exposure
Final surface finishes
should
match
the
approved
physical
sample as agreed.
Each Elements
EP / 5.5 / K rev.
03
W
S
S
S
Handling, Stacking &
Packaging
Approved method
statement
As
per
method
statement & Quality
Control Procedure
Each Elements
S
S
S
S
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Project Name:
Project Number:
Document Title:
4.3
Delivery
Document Number:
As per Quality
procedure
All elements to deliver to
site shall be secured and
free from any damages
Each Elements
Rev. No.:
Delivery Note
LEGEND
I
Inspection – Formal inspection to be undertaken and recorded
W
Witness Point – Inspection that may be witnessed by relevant party
H
Hold Point – Work shall not proceed until released by relevant party
R
Review – Reports / Records or other evidence of compliance is verified
S
Surveillance – an activity which is subject to ongoing monitoring
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H
S
S
S
Project Name:
Project Number:
Document Title:
Document Number:
Rev. No.:
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tŽƌŬ
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Z&d
tŽƌŬĂƌĞĂ͗
ZĞĨĞƌĞŶĐĞ
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ŚĞĐŬůŝƐƚEƵŵďĞƌ͗
ŽŵŵĞŶƚƐ
/ŚĂǀĞĐĂƌƌŝĞĚŽƵƚĂůůŶĞĐĞƐƐĂƌLJŝŶƐƉĞĐƚŝŽŶƐĂŶĚǀĞƌŝĨLJƚŚĂƚƚŚĞĂďŽǀĞŝƚĞŵƐͬĂĐƚŝǀŝƚŝĞƐĐŽŶĨŽƌŵƚŽƚŚĞĐŽŶƚƌĂĐƚ
ƐƉĞĐŝĨŝĐĂƚŝŽŶͬĚŽĐƵŵĞŶƚƐ
EĂŵĞ͗
^ŝŐŶĂƚƵƌĞ͗
ĂƚĞ͗
YͲ/dWͲͲϮZs͘ϬϬ͕ϮϬϭϳ
Project Name:
Document Title:
Project Number:
Document Number:
/ŚĂǀĞĐĂƌƌŝĞĚŽƵƚĂůůŶĞĐĞƐƐĂƌLJŝŶƐƉĞĐƚŝŽŶƐĂŶĚǀĞƌŝĨLJƚŚĂƚƚŚĞĂďŽǀĞŝƚĞŵƐͬĂĐƚŝǀŝƚŝĞƐĐŽŶĨŽƌŵƚŽƚŚĞĐŽŶƚƌĂĐƚ
ƐƉĞĐŝĨŝĐĂƚŝŽŶͬĚŽĐƵŵĞŶƚƐ
YͲ/dWͲͲϮZs͘ϬϬ͕ϮϬϭϳ
Rev. No.:
EĂŵĞ͗
^ŝŐŶĂƚƵƌĞ͗
ĂƚĞ͗
18. General Approval
‫‪AAM/MQ/OUT/2023/5461‬‬
‫‪ 2‬أﻏﺴﻄﺲ ‪2023‬‬
‫اﻟﺴﺎدة ‪/‬‬
‫ﻣﺼﻨﻊ اﻟﺸﺮق ﻟﻠﻤﻨﺘﺠﺎت اﻻﺳﻤﻨﺘﻴﺔ‬
‫اﻟﻤﺤﺘﺮﻣﻴﻦ‬
‫ﺗﺤﻴﺔ ﻃﻴﺒﺔ وﺑﻌﺪ ‪،،،‬‬
‫اﻟﻤﻮﺿـﻮع‪ :‬اﻋﺘﻤﺎد ﻣﻨﺘﺠﺎت اﺛﺎث اﻟﻄﺮﻳﻖ ﻣﻦ ﻣﺼﻨﻊ اﻟﺸﺮق ﻟﻠﻤﻨﺘﺠﺎت اﻻﺳﻤﻨﺘﻴﺔ‬
‫ﺗﻬﺪﻳﻜﻢ ﺑﻠﺪﻳﺔ ﻣﺪﻳﻨﺔ اﻟﻌﻴﻦ أﻃﻴﺐ اﻟﺘﺤﻴﺎت‪ ،‬ﺑﺎﻻﺷﺎرة إﻟﻰ ﻛﺘﺎﺑﻜﻢ رﻗﻢ ‪ ost-23-219‬اﻟﻮارد إﻟﻴﻨﺎ ﺑﺘﺎرﻳﺦ‪ 27‬ﻳﻮﻟﻴﻮ ‪ ، 2023‬وﺑﻌﺪ دراﺳﺔ‬
‫اﻟﻤﺴﺘﻨﺪات اﻟﻤﺮﻓﻘﺔ ﻣﻦ ﻗﺒﻠﻜﻢ ‪ ،‬ﻧﻮد إﻓﺎدﺗﻜﻢ ﺑﺄﻧﻪ ﻻ ﻣﺎﻧﻊ ﻟﺪﻳﻨﺎ ﻣﻦ اﻋﺘﻤﺎد اﻟﻤﻨﺘﺠﺎت اﻟﻤﻮﺿﺤﺔ ادﻧﺎه ﻣﻦ ﻣﺼﻨﻊ اﻟﺸﺮق ﻟﻠﻤﻨﺘﺠﺎت‬
‫اﻻﺳﻤﻨﺘﻴﺔ ﻟﻼﺳﺘﺨﺪام ﻣﺸﺎرﻳﻊ ﺑﻠﺪﻳﺔ ﻣﺪﻳﻨﺔ اﻟﻌﻴﻦ ﺷﺮﻳﻄﺔ ﺗﺤﻘﻴﻘﻬﺎ ﻟﻤﺘﻄﻠﺒﺎت ﻣﻮاﺻﻔﺎت وﻣﻌﺎﻳﻴﺮ اﻟﺪﻟﻴﻞ اﻹرﺷﺎدي ﻟﺨﺪﻣﺎت اﻟﺒﻨﻴﺔ‬
‫اﻟﺘﺤﺘﻴﺔ إﻣﺎرة أﺑﻮﻇﺒﻲ و اﻻﻟﺘﺰام ﺑﺎﻟﻤﻼﺣﻈﺎت اﻟﻤﺮﻓﻘﺔ ‪.‬‬
‫اﻟﻤﻨﺘﺞ‬
‫أﺛﺎث اﻟﻄﺮﻳﻖ ﻣﺜﻞ ﻣﻘﺎﻋﺪ ﻟﻠﻤﺸﺎة ‪ ،‬ﻣﻮاﻗﻒ درﺟﺎت ‪ ،‬ﺻﻨﺎدﻳﻖ اﻟﻘﻤﺎﻣﺔ ‪ ،‬أﺣﻮاض اﻟﺰراﻋﺔ ﻣﻊ ﻣﻘﺎﻋﺪ ‪ ،‬ﻣﺸﺒﻜﺎت اﻷﺷﺠﺎر و اﻟﺤﻮاﺟﺰ ‪.‬‬
‫ﻋﻠﻤﺎ ﺑﺄن ﺳﻴﺘﻢ إﺟﺮاء ﺗﻘﻴﻴﻢ دوري ﻋﻠﻰ ﻣﺴﺘﻮى اﻟﻤﺸﺮوع ﻟﻠﺘﺤﻘﻖ ﻣﻦ ﻣﻄﺎﺑﻘﺔ اﻟﻤﻨﺘﺠﺎت ﻟﻠﻤﻮاﺻﻔﺎت اﻟﻤﻌﺘﻤﺪة‪.‬‬
‫ﻟﻠﺘﻨﺴﻴﻖ واﻟﺘﻮاﺻﻞ‪:‬‬
‫اﺳﻢ اﻟﻤﻮﻇﻒ‬
‫اﻹدارة – اﻟﻘﻄﺎع‬
‫رﻗﻢ اﻟﺘﻮاﺻﻞ‬
‫ﺑﺨﻴﺘﺔ اﻟﻜﺘﺒﻲ‬
‫اﻟﺪﻋﻢ اﻟﻔﻨﻲ ﻟﻠﺒﻨﻴﺔ اﻟﺘﺤﺘﻴﺔ‬
‫‪037129651‬‬
‫ﻣﻄﻠﻮب رد‪ ☒ :‬ﻧﻌﻢ‬
‫☐ ﻻ اﻟﻔﺘﺮة اﻟﻤﻄﻠﻮب اﻟﺮد ﺧﻼﻟﻬﺎ ) ( أﻳﺎم ﻋﻤﻞ ‪ ،‬وذﻟﻚ ﻣﻦ ﺧﻼل اﻟﻤﻨﺼﺔ اﻟﻮﻃﻨﻴﺔ )ﻣﺮﺳﺎل( ‪ ،‬أو ﻧﻈﺎم اﻟﻤﺮاﺳﻼت ‪.CTS‬‬
‫وﺗﻔﻀﻠﻮا ﺑﻘﺒﻮل ﻓﺎﺋﻖ اﻟﺸﻜﺮ واﻻﺣﺘﺮام‪،‬‬
‫اﻟﻤﺮﻓﻘﺎت‪:‬‬
‫‪.1‬‬
‫ﻻ ﻳﻮﺟﺪ‬
‫ﻧﺎﺻﺮ ﻣﻔﺘﺎح ﺳﻠﻄﺎن ﻣﻔﺘﺎح اﻟﻌﺮﻳﺎﻧﻲ‬
‫ﻣﺪﻳﺮ إدارة اﻟﺪﻋﻢ اﻟﻔﻨﻲ ﻟﻠﺒﻨﻴﺔ اﻟﺘﺤﺘﻴﺔ‬
‫ﺑﻠﺪﻳﺔ ﻣﺪﻳﻨﺔ اﻟﻌﻴﻦ‬
‫‪ 1‬ﻣﻦ ‪2‬‬
AAM/MQ/OUT/2023/5461
2023 ‫ أﻏﺴﻄﺲ‬2
2 ‫ ﻣﻦ‬2
25. Concrete Mix Design and Waterproofing
Paint Data Sheet
P.O.Box: 150856,
Sharjah, UAE
-T
Tel: +971 65430832
Mob: +971 502247977
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KEZdD/y^/'E
WƌŽũĞĐƚ
ůŝĞŶƚ
DĂŝŶŽŶƚƌĂĐƚŽƌ
ŽŶƐƵůĂƚĂŶƚ
ĞǀĞůŽƉŵĞŶƚ͕/ŶĨƌĂƐƚƌƵĐƚƵƌĞΘWƵďůŝĐZĞĂůŵĨŽƌůEŽƵĚ;ů<ŚƌĂŝƌͿ
ůĚĂƌWƌŽƉĞƌƚŝĞƐW:^
Combined Group Contracting Company
KD
Dŝdž'ƌĂĚĞ͗ĂƐƚ^ƚŽŶĞ
ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͗ϱϬEͬŵŵϮ
&ƌĞĞtͬZĂƚŝŽ͗Ϭ͘ϯϱ
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tŚŝƚĞWŽƌƚůĂŶĚ ZĂƐů<ŚĂŝŵĂŚ
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NUMERAL VALUES OF COMBINED GRADING
BS Sieve Size
10mm
0-5mm
Dune Sand
16
20
36
93
100
100
100
1.3
20
99
100
100
100
100
Ϭ͘Ϭϳϱ
Ϭ͘ϭϱ
Ϭ͘ϲ
ϱ
ϭϬ
ϮϬ
ϯϳ͘ϱ
BS Limit lower
0
0
10
35
50
95
100
BS Limit upper
3
10
35
55
75
100
100
KD/E'Z/E'
ϭϬϬ
DdZ/>W^^/E'й
Combined
Grading
5
9
22
41
43
43
43
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ϲϬ
^ >/D/dͲ
DdZ/>^KD/E'Z/E'
ϰϬ
ϮϬ
^>/D/d Ͳ
Ϭ
Ϭ͘Ϭϳϱ
Ϭ͘ϭϱ
Ϭ͘ϲ
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ϯϳ͘ϱ
SILICA SEALER WB (Water based penetrating sealer)
Water based, silane-siloxane
repellent and sealer
water
Description
Silica Sealer WB is a clear, water-based
silane/siloxane sealer for protecting a wide
variety of vertical and horizontal surfaces. It
provides a cost-effective solution for
protecting substrates from water and the
elements. It penetrates deeply into new or
existing concrete or masonry for maximum
protection against water penetration,
chloride ion attack, freeze/thaw cycles and
weathering. The finished application
produces a crystal-clear coating which is
resistant to ultra violet rays and is
specifically designed to protect and preserve
all types of concrete and masonry surfaces.
Advantages
x Green product
x Environment friendly
x Easily applied by spray or brush
x Breathable with excellent water
repellent properties
x Free of solvents
x Excellent weather resistant properties
x Reduces chloride intrusion.
x Reduces efflorescence
Uses
x Protects concrete from ingress of water
and chloride ions
x Excellent water repellence
x Suitable for both new and old concrete
x Single part – easy to use
x Suitable for application in confined areas
Application instruction
Silica Sealer WB will penetrate and
“stabilise” the substrate. The depth of
penetration and its coverage rate are
determined by substrate profile, porosity
and general condition. Hence for low
permeability concretes, penetration will be
low, and area covered per litre will be high.
It is thus recommended that a general
coverage rate of 4m2/litre be observed,
noting that this may change according to
substrate condition.
Any areas of glass should be masked. Plants,
grass, Joint sealants, asphalt and bitumen
painted areas should be protected during
application.
Apply silica Sealer WB by Brush, roller or
spray machine. A uniform surface
appearance (sheen) should be apparent
when the required rate of application rate
has been achieved. If any matt, porous
patches remain, then a further application of
Silica sealer WB should be made.
Application
The correct application rates and
overcoating times should be observed, in
order to obtain the complete benefits of the
protective properties, except where
substrate condition dictates different
application rates.
Number of Coats
Theoretical
Application rate
per coat
Over coating time
: 2 or 3 (depending
on concrete
porosity)
: 4m2/L
: @ 20°C : 2 hours
@ 35°C : 1 hour
Under no circumstances should the Silica
Sealer WB be over coated until the surface is
properly dry.
Chemical Resistance
Silica Sealer WR is resistant to chemical
solutions, Mild acids, detergents, soap,
grease Ketchup and Oils when exposed for
short periods.
Information
Advanced products of sand LLC products are
guaranteed against defective materials and
are sold subject to standard terms and
condition of sale, copies of which are
available on request which are reasonable
care it’s taken compiling this technical data
sheet, all recommendations regarding the
use of product are made without guarantee
since the conditions used are beyond the
company’ direct control. It is the customer
responsibility to satisfy themselves that each
product is fit for the purpose for which they
indent to use it.
Quality Matters
All products originating from Advanced
products of sand LLC are manufactured
under a management system independently
certified to confirm to the requirements of
the quality, environmental and occupational
health & safety standards
ISO 9000, ISO
14001 and OHSAS 18001.
Limitations
x Should not be used at temperature
below 4°C
x Concrete coated with sealers, coating or
curing membranes must be stripped
Please Note: All suggestions and application instructions herein are based upon our latest technical experience. Due to the wide variety of individual product
conditions, we cannot be held responsible for the material content. These instructions do not release the purchaser/applicator from responsibility to determine
the suitability of the product in consideration of any product characteristics. These instructions are to be considered void when a new edition is released. Our
general condition of sales and delivery in their latest edition apply.
26. Estidama Material Compliance Certificate