IS 14593 (1998): Design and construction of bored cast-in-situ piles
W & P DEWATERING AND PILING CO. LLC.wphyper.com/wandp_pq_doc.pdf1.0 COMPANY ACTIVITIES 1.1 PILING...
Transcript of W & P DEWATERING AND PILING CO. LLC.wphyper.com/wandp_pq_doc.pdf1.0 COMPANY ACTIVITIES 1.1 PILING...
www.wphyper.com
E-mail: [email protected]
PILING, SHORING, DEWATERING,
GEO TECHNICAL ENGINEERING
MIDDLE EAST(HQ)
P.O.Box: 85765 Dubai, UAE Tel: +971 4 2586767
Fax: +971 4 2586718
GLOBAL (HQ)
Peckham,London United Kingdom
Tel: +44 2082 999955
Fax: +44 2082 996555
ABUDHABI Tel: +971 2 5513689 Fax: +971 2 5513698
SHARJAH Tel: +971 6 5655740 Fax: +971 6 5655764
AJMAN Tel: +971 6 7468896 Fax: +971 6 7466896
USA
Tel: +181 364 32812 Fax: +181 536 67919
AUSTRALIA
Tel: +61 894 704403 Fax: +61 893 612781
INDIA
Tel: +91 22 253 30352 Fax:+91 22 289 76263
OMAN
Tel: +968 244 99065 Fax: +968 244 92759
W & P DEWATERING
AND PILING CO. LLC.
INTRODUCTIONINTRODUCTIONINTRODUCTIONINTRODUCTION
We wish to introduce ourselves as a professional company offering ENABLING WORKS
(PILING, SHORING, DEWATERING SERVICES & EXCAVATION WORKS).
Our directors and managers have vast experience in handling many prestigious projects. For
more details please visit www.wphyper.com
LICENCES &
REGISTRATIONS
�
I . S . O
CERTIFICATE
I . S . O
CERTIFICATE
AREA OF
SPECIALISATION
1.0 COMPANY ACTIVITIES
1.1 PILING WORKS
• Bored cast in situ piles of diameter 400 mm to 2500 mm
• Bored cast in situ piles (C.F.A System) of diameter 400 mm to 750 mm
• Driven cast in situ piles of diameter 300 mm to 900 mm
• Micro Piles /Mini piles of diameter 120 mm 250 mm
1.2 SHORING WORKS
• Diaphragm Wall
• Secant Pile Wall
• Contiguous Pile Wall
• H beam /DUC beam wall
• Sheet Pile Wall
1.3 GROUND ANCHORS WORKS
• Support System / Foundation System.
1.4 SOIL ENGINEERING WORKS
• Soil Improvement
• Soil Stabilization
1.5 DEWATERING WORKS
• Land drainage and dewatering.
• Manufacturing Dewatering pumps, Contractors pumps, Process pumps, Hoses,
Couplings and other accessories.
• Sale and hire of Diesel Generators.
• Drilling Equipment, Sale of Diesel Engines, Electric Motors.
• Geotechnical and Geochemical Studies and Products.
• Irrigation pumps, accessories and technological project support.
• Mechanicals seals
• All types of castings.
LIST OF KEY
PERSONNEL
1) Lt. Col. Dr. ABDULLA HUSSAIN ALRAEESI
Ph. D. (Govt. Administration) CHAIRMAN Experience: 30 Years
2) Dr. GEORGE MATHEN
Ph. D (Civil Engg.) MANAGING DIRECTOR Experience : 28 Years
3) Ahmed Mansour B.E & Master (Civil Engg.) Technical Manager Experience : 10 Years
4) EZHIL PANDIYAN DIP, Civil Engineering OPERATIONS MANAGER Experience - 24 Years
5) MISHAL THOMAS B. & Master (Business administration) GENERAL MANAGER Experience - 5 Years
6) Sajan Thomas
B Tech (Civil) Sr. PROJECTS MANAGER Experience - 20 Years
7) Varghese A.John M.B.A. (General) Business development manager Experience - 8 Years
8) PETER FLOOD B Tech (Civil) ENGINEERING DIRECTOR Experience : 20 Years
9) ROJIT ZACHARIAH B Tech (Civil) Sr. PROJECTS MANAGER Experience - 10 Years
10) ANTHONY S B Tech (Civil) Sr. PROJECTS MANAGER Experience - 11 Years
11) SHABEEK P.S B.Tech (Mechanical Engg.) Sr. PROJECT ENGINEER Experience: 6 Years
12) STUART J. WALTERS City & Guilds Mech. Engineering Sr. MANAGER – PROJECTS Experience: 27 Year
13) MANOJ ABRAHAM
Diploma (Civil Engg.) BRANCH MANAGER ABUDHABI Experience – 8 Years
14) ADBULLA HAJJAJ AL MESAD B.A. DIRECTOR - QATAR Experience: 16 Years
15) JOHNSON JOSEPH
Diploma (Civil Engg.) BRANCH MANAGER - QATAR Experience: 23 Years
16) MATHEW THOMAS
B.S.C, MBA GENERAL MANAGER – KINGDOM OF SAUDI ARABIA Experience: 26 Years
17) MANU STEPHEN
Diploma (Civil Engg.) BRANCH MANAGER - AUSTRALIA Experience: 18 Years
18) JAYAN G. MENON M.B.A AREA MANAGER – KINGDOM OF BAHRAIN Experience – 20 Years
19) OLIVER D. CRIDGE
Diploma (Safety + Quality Engg.) SAFETY MANAGER Experience – 16 Years
20) AJEESH THOMAS
DIP.CIVIL ENGINEERING OPERATION MANAGER Experience - 6 Years
21) MANOJ K. THOMAS B.Tech (Civil) SITE ENGINEER Experience - 3 Years
22) MATHEW PAUL
B TECH MECHANICAL SITE ENGINEER Experience - 26 Years
23) AJITH KUMAR. R
B.E (Mechanical Engg.) ESTIMATION ENGINEER Experience – 3 Years
24) JOSEPH KURIEN
M.B.A PROJECTS MANAGER Experience: 6 Years
25) ABHILASH P ALEX PROJECT COORDINATOR DIP -CIVIL Experience: 3 Years
26) ABDUL KAREEM BABU
Diploma (Civil Engg.) SENIOR PROJECT COORDINATOR Experience – 10 Years
27) Mr.SHIBU KURIEN
DIP.CIVIL CO-ORDINATOR, PROJECTS Experience: 8Years
28) MANOHARAN K.V B Tech, Mechanical Engg. MANAGER, MANUFACTURING Experience: 15 Years
29) JACOB P ABRAHAM
B TECH MECHANICAL PLANT MANAGER Experience: 15 Years
30) JOMON M.U
Diploma (Electrical Engg.) ELECTRICAL ENGINEER Experience – 4 Years
31) ANIL KUMAR V.
M. COM FINANCE MANAGER Experience - 26 Years
32) MATHEW KORAH M.COM SENIOR ACCOUNTS MANAGER Experience – 25 Years
33) VARGHESE E V
M.COM, PGDCA ACCOUNTS MANAGER Experience - 9 Years
34) RINU THOMAS
MBA MANAGER - HRD Experience: 6 Years
35) VINOD ABRAHAM B.COM, MBA PURCHASE MANAGER Experience: 6 Years
36) SUNIL SIMON
B.S.C, M.B.A SALES MANAGER Experience: 8 Years
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MANPOWER
STRENGTH
Project Managers : 6 Nos.
Technical Manager : 1 No.
Engineers : 10 Nos.
Supervisors : 14 Nos.
Foreman : 18 Nos.
Mechanics : 8 Nos.
Operators : 8 Nos.
Riggers : 10 Nos.
Electricians : 16 Nos.
Drivers : 9 Nos.
Laborer : 15 Nos.
Pump Operators : 38 Nos.
Pump Mechanics : 18 Nos.
Welders : 13 Nos.
Helpers : 73 Nos.
ORGANIZATION
CHART
GENERAL MANAGER
ADMINISTRATION
OFFICER
QUALITY
CONTROLLER
PROJECT
ENGINEERS
DESIGN TEAM /
ESTIMATION
WORKSHOP
SITE CREW
SITE ENGINEERS
GENERAL FOREMAN
For DEWATERING WORKS
GENERAL FOREMAN
For PILING/SHORING
WORKS
WELDERS
ELECTRICANS
HELPERS
HELPERS
WELDERS
P
PILE TESTERS
BENTONITE
STATION
OPERATOR
EXCAVATOR
OPERATORS
Sr. Projects Manager
PUMP
OPERATORS
PUMP MECHANICE
OPERATORS
RIG / HAMMER
OPERATORS
CRANE
OPERATORS
Technical Manager
EQUIPMENTS AND
MACHINERIES
1 – Bentonite System
Sr. No.
Description Brand Model TOTAL NOS
1. PILING MACHINE BG 15 BAUER 2007/2008 2
2. PILING MACHINE BG 25 BAUER 2007/2008 13
3. PILING MACHINE BG 28 BAUER 2007/2008 8
4. PILING MACHINE BG 36 BAUER 2007/2008 2
5. PILING MACHINE B 180 CASAGRANDE 2007/2008 2
6. PILING MACHINE B 300 CASAGRANDE 2007/2008 3
7. PILING MACHINE C 600 CASAGRANDE 2007/2008 3
8. HYDRAULIC GRAB (BAYA) TEC 2007/2008 3
9. TRENCH CUTTER
(CBC 32) BAUER 2007/2008 1
10. PILING MACHINE BG 125
(C.F.A) BAUER 2007/2008 1
2 – Service Crane
Sr. No. Description Model TOTAL NOS
1 45/55 TONS 4x4 2007/2008 2
2 45/55 TONS 6x4 2007/2008 2
3 CRAWLER CRANE 100 TON 2007/2008 4
4 CRAWLER CRANE 80 TON 2007/2008 8
5 CRAWLER CRANE 50 TON 2007/2008 20
3 – C F A System
Sr. No. Description Brand Model
1 CM 48 Soilmec 1998
2 NCB HD 312 Soilmec 2003
3 Mait 150 HD Mait 1990
4 3 nos. Concrete Pump (pm)
70 m3/hr P.M 1997
5 Concrete Pump (mecbo) 60
m3/hr Soilmec 2001
6 4 nos. of Vibro Hummer for
Steel Cages Soilmec 2000
4 – Shoring Beams
Sr. No. Description Model TOTAL NOS
1 Hydraulic Vibro Hummer ICE 815 2007/2008 4
2 Hydraulic Vibro Hummer PTC 50HD 2007/2008 4
3 Hydraulic Vibro Hummer PVE 38M 2007/2008 2
5 – Anchor Machines
Sr. No. Description Model TOTAL NOS
1 HUTTE HBR-605 2007/2008 3
2 Graute Mixer 2007/2008 3
3 Graute Pump 2007/2008 3
4 Bentonite Pump 2007/2008 3
6 – Bentonite Accessories
Sr. No. Description Model TOTAL NOS
1 DESANDER LINATEX 100-150m3/h 2007/2008 20
2 DESANDER LINATEX 250m3/h 2007/2008 6
3 DESANDER LINATEX 500m3/h 2007/2008 1
4 Bentonite Mixers 1 m3 capacity 2007/2008 10
7 – Test Equipments
Sr. No. Description
1 Complete set up to 600 tons (Beams)
2 Complete set up to 1500 tons (Beams)
3 3 Nos. of Hydraulic Jacks (each 500 tons)
4 Dial Gauges
5 Complete Set up to 4,000 tons (Crown System)
6 3 Nos. of Hydraulic Jacks (each 1,500 tons)
8 – Dewatering Equipments
Sr. No. Description Description TOTAL NOS
1 Manufacturing And Marketing Capabilities (Yearly, As On
Date)
Diesel Dewatering Pump 2000
2 Electric Dewatering + Submersible Pumps
15000
3 Accessories Including Header Systems, Discharge Hoses
200000
4 Hire Fleet (As On Date) Diesel Dewatering + Booster Pumps (84000 M³ / Hour)
290
Electric Dewatering + Booster Submersible Pumps (146000 M³ /
Hour)
1625
Drill Machines 11
Trucks 4
L.C. Vs 16
Accessories 108000 RM
GENERATOR Total 12300 KVA
LIST OF PROJECTS
EXECUTED/ IN PROGRESS
PROJECT NAME
FORTUNE BAY TOWER, PLOT BB-A06-007, BUSINESS BAY (411 NOS. 900MM DIA PILE MAXIMUM DEPTH 17M, 240 LM 600MM THICK DIAPHRAGM WALL DEPTH 23M, 75000 CUM)
CONSULTANT M/S DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. FORTUNE GROUP
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED B+G+10 FLOORS FOR SAIF ABD-ALLAH ALSHAFAR ON PLOT NO. 602020016 AT AL JAZEERA, RAS AL KHAIMAH FOR SAIF ABD-ALLAH ALSHAFAR (PILING AND H-BEAMS SHORING WORK) DESERT CONSULT AL AWAEL CONTRACTING CO
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED G+3 SCHOOL ON PLOT NO.423-2673 AT WARQA,DUBAI FOR GEMS EDUCATION (SHORING CONT. PILES WORK) NATIONAL ENGINEERING BUREAU CHICAGO MAINTENANCE & CONSTRUCTION CO
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED B+G+1 VILLA ON POLT NO.263-964 AT AL MIZHAR SEC, DUBAI FOR MR. OMAR MOHAMMAD ALI AL QAIZI (SHORING H-BEAMS) ARCHITECTURAL ENGINEERING CONSULTANCY AL FAISLIYAH CONTRATING L.L.C
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED FOR B+M+7T+R ON ME-9, PLOT NO. C-17 AT MOHAMED BIN ZAYED CITY, ABU DHABI FOR SAEED OMEIR BIN YOSEF (PILING WORK) AL SUWEIDI ENGINEERING CONSULTANTS AL FIRAS GENERAL CONTRATING & MAINT. EST
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED 4 VILLA ON PLOT NO. 170-171-W16 AT ABU DHAB FOR MRS.FATIMA OBAID THANI AL MEHAIRI (SHORING H-BEAM WORK) HANNOVER AL BUTEEN COAST
PROJECT NAME CONSULTANT MAIN CONTRACTOR
ROPOSED BUILDING (G+M+6) FOR M/S. UMM AL QUWAIN SOCIETY ON PLOT # 14, SECTOR 1, BLOCK 0 AT AL RAYADIYA, UMM AL QUWAIN FOR CHARITY ASSOCIATION OF UAQ (PILING WORK) AL NAKHEEL ENGINEERING CONSULTANTS AL NEEFA CONTRACTING EST
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED (B+G+1+STARCASE+KITCHEN BLOCK+MAJLIS BLOCK +COVERED PARKING VILLA, ON PLOT NO. 6720556 AT AL BARSHA SOUTH SECOND,DUBAI FOR MAHER ABDULQADER AHMAD (SHORING H-BEAM WORK) PARDISE HOME ENGINEERING CONSULTANCY AL MILAD ENGINEERING CONSULTANTION CO.LLC
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED (2B+G+13+ROOF) OFFICE & RESIDENTAL BUILDING ON PLOT NO. 373- 9344 AT BARSHA DUBAI FOR MR.YOUSUF MOHD HADI BADRI & MOHAMMED MOHAMMED HARI BADRI (ENABLING WORK – SHORING WORK – EXCAVATION WORK) DESIGN CONCEPTS BADRI REAL ESTATE CO
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED PRIVETE VILLA ON PLOT NO.RR6-05 NAJMAT AT ALREEM ISLAND ABUDHABI (SHORING H-BEAM WORK) AL BURJ. PLUS PALACE CONTRACTING CO.
PROJECT NAME CONSULTANT MAIN CONTRACTOR
PROPOSED B+G+1 PRIVATE VILLA NO. 30, BLOCK – 14 AT AL RIFFAAH - RAK, UAE. FOR MR. MOHAMMED HASSAN OMRAN AL SHAMSI (SHORING H-BEAM WORK) M/S. ABRA AL EMARAT ENGINEERING CONSULTANTS AL AWAEL CONTRACTING CO
PROJECT NAME
KINGDOM OF SHEBA, PLOT NO. C15,C16, C17, PALM JUMEIRAH - PHASE 1 (3150 NOS OF PILES OF DIA 500MM, 750MM, 1000MM DIAMETER, MAXIMUM DEPTH OF 23M EXCAVATION, SHEET PILE SHORING )
CONSULTANT M/S MLC INTERNATIONAL
MAIN CONTRACTOR M/S. IFA HOTELS & RESORTS
PROJECT NAME M/S G+7 FLOORS COMMERCIAL BUILDING ON PLOT NO 50 ZONE B –(74 NOS OF PILE DIA 600MM, MAXIMUM DEPTH 27M.
CONSULTANT M/S. AMCON ARCHITECTURAL & ENGINEERING CONSULTANTS
MAIN CONTRACTOR M/S. RASHID OBAID ALI AL KHAL
PROJECT NAME
THE SANCTUARY TOWER,(3B+G+22F+ROOF) PLOT NO.BB.B001.017, 270 LM 750MM DIA SECANT PILE WALL DEPTH 22M, 55000 CUM EXCAVATION,DEWATERING, 900MM DIA PILE MAXIMUMDEPTH 17M.
CONSULTANT M/S DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DHEERAJ &EAST COAST
PROJECT NAME
CORPORATE BAY (6B+G+1P+29 OFFICE TOWER) ON PLOT BB.A02.008 206 LM 800 THICK D-WALL, 96 LM 900MM DIA SECANT PILE WALL, EXCAVATION AND 420 NOS. OF700 DIA PILES.
CONSULTANT M/S AEIB
MAIN CONTRACTOR M/S. DHEERAJ &EAST COAST
PROJECT NAME
DUBAI BUSINESS PARK NORTH & SOUTH BUILDINGS ON PLOT NO.BB.C03.001, BB.C03.004 (150 NOS OF PILES OF DIA 750MM, 50 NOS OF ANCHORS FOR CONTIGUOUS PILE SHORING SYSTEM
CONSULTANT M/S. KLING CONSULTANT
MAIN CONTRACTOR M/S. ASCON
PROJECT NAME
CASCADE MANOR G+8 CULTURE VILLAGE ON PLOT NO. P1.E021, ZONE – D (168 LM 800MM THICK DIAPHRAGM WALL DEPTH 24M, 32500 CUM. EXCAVATION, DEWATERING, 900MM DIA PILE MAXIMUM DEPTH 17M
CONSULTANT M/S. DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME
CASCADE VILLE 4B+G+7 CULTURE VILLAGE ON PLOT NO. P1.B016 (169 LM 900MM DIA SECANT PILE WALL DEPTH 22M, 25100 CUM. EXCAVATION, DEWATERING 900MM DIA PILE MAX. DEPTH 17 M.
CONSULTANT M/S DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME THE ESTATE, 6B+G+2 PODIUMS+19F+ROOF ON PLOT NO. P1.F004, ZONE F (202 LM SHORING, 55,600 CUM EXCAVATION & PILING)
CONSULTANT M/S DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME
M/S EDEN BLUE TOWER 2B+G+27FLRS+HC ON PLOT NO. 5G (392-427) –(341 LM 900MM DIA SECANT PILE WALL MAXIMUM DEPTH 11M, EXCAVATION, DEWATERING AND 376 NOS PILES DIA 800MM & 1000MM DIA PILE MAXIMUM DEPTH 22M)
CONSULTANT M/S. DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DUJAN PROPERTIES
PROJECT NAME HOTEL INVESTMENT IN LOGO ISLAND, PALM JUMEIRAH
CONSULTANT M/S GHD ARCHITECTURAL CONSULTANT
MAIN CONTRACTOR M/S. ZABEEL INVESTMENTS
PROJECT NAME (B+G+4) RES BLDG ON F-60 & F-72 INTERNATIONAL CITY, PHASE 3 – (290LM H-BEAM SHORING SYSTEM)
CONSULTANT M/S AL FARREN & PARTNERS
MAIN CONTRACTOR M/S. IBRAHIM & MR SHARAFUDDIN AL SAYED MOHD HUSSAIN SHARAF
PROJECT NAME
DEC BUSINESS TOWER (5B+G+1P OFFICE TOWER) ON PLOT BB.A06. 005–(100 LM 600MM THICK D-WALL,160 LM 750MM DIA CONTIGUOUS PILE WALL, EXCAVATION AND 130 NOS. 750 DIA PILES.
CONSULTANT M/S. AEIB
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME
CREEK TOWER & PLAZA (3544 NOS PILE DIA 1200MM, 900MM & 750MM MAX DEPTH 49M, 936 LM CONTIGUOUS SHORING SYSTEM, 580,000CUM EXCAVATION QTY & 12 NOS BREAKWATER PILING DIA 1500MM & 200MM.
CONSULTANT M/S. WHITBY & BIRD
MAIN CONTRACTOR M/S. DUBAI MARITIME CITY
PROJECT NAME
SHARAF HOTEL TOWER, PLOT BB.A03.046 – (280 LM 800MM DIA. SECANT PILE WALL MAX DEPTH 17.5M, EXCAVATION AND 420 NOS OF 700MM DIA PILES
CONSULTANT M/S. GODWIN AUSTIN JOHNSON
MAIN CONTRACTOR M/S. SHARAF INVESTMENTS
PROJECT NAME
THE CORNER ON PLOT BB.A03.049 –(153 LM 800MM SECANT PILE WALL MAXIMUM DEPTH 14M)
CONSULTANT M/S DIMENSIONS ENGINEERING
MAIN CONTRACTOR M/S. DAMAC PROPERTIES
PROJECT NAME
BUSINESS PARK AT BUSINESS BAY – RESIDENTIAL WATERFRONT /P-186 –(142 NOS 600MM DIA, 1412 NOS. 750MM DIA, 346 LM 750MM SECANT PILE WALL,
CONSULTANT M/S ARIF & BINTOAK
MAIN CONTRACTOR M/S. DAMAC PROPERTIES
PROJECT NAME
M/S PROPOSED DEVELOPMENT AND CONSTRUCTION OF THE DIAMOND BUSINESS PARK ON PARCEL ID 600-6888 –(420 NOS PILES OF DIA 500MM, 750MM & 1000MM PILES MAX DEPTH OF 25M.
CONSULTANT M/S. TEO A. KHING CONSULTANTS
MAIN CONTRACTOR M/S. MEYDAN LLC
PROJECT NAME
ST. REGIS RESORT, SAADIYAT ISLAND –(2617 NOS PILES OF DIA 750MM, 900MM & 1000MM AND 1200MM PILES MAX DEPTH OF 24M.
CONSULTANT M/S AFRICON
MAIN CONTRACTOR M/S. TOURISM DEVELOPMENT & INVESTMENT CORP
PROJECT NAME CASSIA PARK - PLOT NO. RC-E-019 – (245 SECANT PILE WALL & 148 LM CONTIGUOUS PILE WALL.
CONSULTANT M/S AEIB
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME CANAL WALLS DIAPHRAGM WALLS –(17 KM OF DIAPHRAGM WALL OF 800MM THICKNESS.
CONSULTANT M/S. TEO A. KHING CONSULTANTS
MAIN CONTRACTOR M/S. MEYDAN LLC
PROJECT NAME
PROPOSED HARBOR RESIDENCES 2B+G+P+19 ON PLOT NO.392-484 –(245 SECANT PILEWALL, 350NOS OF PILE OF DIA, 750 & 1200 MM OF CONTIGUOUS PILE WALL
CONSULTANT M/S. AEIB
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
PROJECT NAME DOWNTOWN JEBEL ALI 1, JEBEL ALI CENTRAL PLAZA, DUBAI, UAE –(545 LM DIAPHRAGM WALL & PILING.
CONSULTANT M/S. INTERNATIONAL ENGINEERS
MAIN CONTRACTOR M/S. LIMITLESS
PROJECT NAME
F1 THEME PARK PROJECT @ MOTOR CITY, DUBAI. UAE –(795 NOS OF PILES OF DIA 600MM, 750MM, 900MM, 1000MM & 1200MM
CONSULTANT M/S BURT & HILL
MAIN CONTRACTOR M/S. BOUYGUES BATIMENT INTERNATIONAL
PROJECT NAME PROPOSED DEVELOPMENT AND CONSTRUCTION OF THE MEYDAN RECEIVING BARNS COMPLEX ON PARCEL ID 600-6888
CONSULTANT M/S TEO A. KHING DESIGN CONSULTANTS
MAIN CONTRACTOR M/S. MEYDAN LLC
PROJECT NAME
M/S PROPOSED DEVELOPMENT AND CONSTRUCTION OF THE NAD AL SHEBA RACECOURSE ON PARCEL ID 600-6888, NAD AL SHEBA, U.A.E. (CAR PARKING) – (723 NOS OF PILES OF 1000MM, 1500MM, 1200MM, 800MM DIA PILING WORKS|)
CONSULTANT M/S. TEO A. KHING DESIGN CONSULTANTS
MAIN CONTRACTOR M/S. MEYDAN LLC
PROJECT NAME
YUVI RESIDENCES 3B+G+P+8 ON PLOT NO. P1.A013, CULTURE VILLAGE, DUBAI, UAE – (169 LM OF SECANT PILE WALL, 32 LM OF CONTIGUOUS PILE WALL, PILING)
CONSULTANT M/S AEIB
MAIN CONTRACTOR M/S. DHEERAJ & EAST COAST
POJECT NAME
4B+G+24 FLOORS COMMERCIAL & RESIDENTIAL DEVELPOMENT ON PLOT NO. JVC12WHRA003 – GARDEN HEIGHTS –(191 LM SECANT PILE WALL SHORING SYSTEM)
CONSULTANT M/S ARKITEKNIK INTERNATIONAL CONSULTING ENGINEERS
MAIN CONTRACTOR M/S. DHEERAJ &EAST COAST
PROJECT NAME
PROPOSED 2B+G+4 HOTEL BLDG/FOOD COURT/ MULTI PURPOSE HALL/ G+$ STAFF ACCOM. ON PLOT NO.319- 310.-( 548 LM 600MM DIA CONTIGUOUS PILE WALL)
CONSULTANT M/S. MODEL ENGG. CONSULTANT
MAIN CONTRACTOR M/S. AL NASR SPORTS CLUB
PROJECT NAME THE PLAZA - MIXED USE DEVELOPMENT ON PLOT NO. JVC 18TCP016
CONSULTANT M/S. AL BURJ ENGR CONSULTANTS
MAIN CONTRACTOR M/S. BURJ AL DUA'A LIMITED
PROJECT NAME
PROPOSED ASHAI TOWER 5 (3B+G+M+3P+27F), ON PLOT NO. JVC-WHRA002 – (195 LM SECANT PILE SHORING OF 750MM DIA, 154 NOS OF PILES OF 600MM, 750MM, 1000MM, 1200MM OF PILING,
CONSULTANT M/S. AL BURJ ENGR CONSULTANTS
MAIN CONTRACTOR M/S. ASHAI TOWER JVS LIMITED
PROJECT NAME SHORING WORKS FOR SUB STATION AND ASSOCIATED WORKS AT AL GARHOUD, DUBAI
CONSULTANT M/s ENGINEERING CONSULTANT GROUP
MAIN CONTRACTOR M/s. ESSA ENGINEERING
PROJECT NAME
Fortune Bay Tower, Plot BB-A06-007, Business bay. 411 nos. 900mm dia pile maximum depth 17m, 240 Lm 600mm thick Diaphragm wall depth 23m, 75000 cum Excavation and Dewatering
CONSULTANT M/s Dimensions Engineering MAIN CONTRACTOR M/s. Fortune Group
PROJECT NAME M/s ENGINEERING CONSULTANT GROUP
CONSULTANT M/s. ESSA ENGINEERING
MAIN CONTRACTOR M/s. LARSEN & TOUBRO LIMITED.
PROJECT NAME
The Sanctuary Tower,(3B+G+22F+ROOF) Plot no.BB.B001.017, 270 Lm 750mm dia Secant Pile Wall Depth 22m, 55000 cum Excavation,Dewatering, 900mm dia Pile maximumdepth 17m.
CONSULTANT M/s Dimensions Engineering MAIN CONTRACTOR M/s. Dheeraj &East Coast
PROJECT NAME
Corporate Bay (6B+G+1P+29 Office Tower) on Plot BB.A02.008 206 Lm 800 thick D-Wall, 96 Lm 900mm dia Secant Pile Wall, Excavation and 420 nos. of700 dia Piles.
CONSULTANT M/s AEIB
MAIN CONTRACTOR M/s. Dheeraj &East Coast
PROJECT NAME
SHORING WORKS FOR CONTRACT CE/299A/2007 - SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF TRADE CENTER ROUNDABOUT 132/11kV SUBSTATIONS AND ASSOCIATED WORKS
CONSULTANT M/s. DERBY DESIGN
MAIN CONTRACTOR M/s. ESSA ENGINEERING
PROJECT NAME SHORING WORKS FOR SUB STATIONS & ASSOCIATED WORKS AT MARSA, DUBAI
CONSULTANT M/s. ARCHITECTURAL DESIGN UNIT
MAIN CONTRACTOR M/s. ESSA ENGINEERING
PROJECT NAME SHORING WORKS FOR AL HAMRA PALACE HOTEL 2 AT RAS AL KHAIMAH.
CONSULTANT M/s. HOME OF ARCHITECTURE FOR ENGINEERING CONSULTANTS
MAIN CONTRACTOR M/s. AL HAMRA CONSTRUCTION Co L L C.
PROJECT NAME SHORING WORKS FOR PROPOSED GR. FLR. WAREHOUSE & MEZZ. FLR STORE PLOT NO. 597-888 AT DIP SECOND.
CONSULTANT M/s. PARADISE HOME ENGINEERING CONSULTANCY
MAIN CONTRACTOR M/s. TOWER CONTRACTING.
PROJECT NAME SHORING WORKS FOR SUBSTATIONS & ASSOCIATED WORKS AT DISCOVERY GARDENS, DUBAI
CONSULTANT M/s. DUBAI ELECTRCITY & WATER AUTHORITY MAIN CONTRACTOR M/s. LARSEN & TOUBRO LIMITED
PROJECT NAME
STONE COLUMN WORKS FOR CONSTRUCTION OF B+G+1 LUXURY VILLA ON PLOT NO. 356-1294 AT UMM SAQUEIM, DUBAI.
CONSULTANT M/s. ARCHIDOME CONSULTING ENGINEERS
MAIN CONTRACTOR M/s. PINNACLE CONSULTANCY
PROJECT NAME
SHORING WORKS FOR SUBSTATIONS & ASSOCIATED WORKS AT SKYLINE, DUBAI
CONSULTANT M/s. DUBAI CONSULTANTS MAIN CONTRACTOR M/s. ESSA ENGINEERING
PROJECT NAME
SHORING WORKS FOR SUBSTATIONS & ASSOCIATED WORKS AT EMIRATES HILLS, JABEL ALI, DUBAI
CONSULTANT M/s. ENERGOPROJEKT ENTEL CO. LTD
MAIN CONTRACTOR M/s. EMIRATES ELECTRICAL ENGINEERING LLC
PROJECT NAME
SHORING WORKS FOR B+G+1 VILLA ON PLOT NO. 214-467 AT AL GARHOUD, DUBAI
CONSULTANT M/s. DESIGN CENTER ARCH. & ENG. CONSULTANTS MAIN CONTRACTOR M/s. MAR REDDY CONTRACTING (LLC)
PROJECT NAME
STONE COLUMN WORKS OF WAREHOUSE & OFFICE FOR M/s. CRESCENT PETROLEUM AT PLOT NO. 2N-01, 02, 10, 11, HAMARIYAH FREE ZONE, SHARJAH
CONSULTANT M/S. RAHAL AL EMARATE ENGINEERING CONSULTANT MAIN CONTRACTOR M/S. AMANA STEEL BUILDING CONTRACTING
Dewatering :-
1 PROJECT NAME LA HOYA BAY RESI AT AL MARJAN ISLAND (BLOCK-A,B,C,D)
CONSULTANT M/S. MIMAR
MAIN CONTRACTOR M/S. KHOIE PROPERTIES
2 PROJECT NAME BUSINESS VILLAGE AT AL MARJAN ISLAND
CONSULTANT M/S. MIMAR
MAIN CONTRACTOR M/S. KHOIE PROPERTIES
3 PROJECT NAME G+6 BLDG.ON PLOT NO 8,9, BLOCK 5, SECTOR 1, AL REYADAH, U.A.Q
CONSULTANT M/S. MODULE ENG. CONSULTANT
MAIN CONTRACTOR M/S. AL AWAIL BUILDING CONT. CO. RAK
4 PROJECT NAME 2B+G+M+12+R BUILDING ON PLOT NO.R1/88, AL NAKHEEL, RAS
AL KHAIMAH.
CONSULTANT M/S. ELITE ENG. CONSULTANT
MAIN CONTRACTOR M/S. AL AWAIL CONT. CO. RAK
5 PROJECT NAME FALCON TOWERS AT AJMAN (TOWER A6)
CONSULTANT M/S.CANADIAN CONSULTANTS
MAIN CONTRACTOR M/S.GULF ASIA CONT. CO.
6 PROJECT NAME AJMAN I(TOWER 2), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
7 PROJECT NAME AJMAN I(TOWER 4), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
8 PROJECT NAME AJMAN I(TOWER 1), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING , AJMAN
9 PROJECT NAME AJMAN I(TOWER 6), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING AJMAN
10 PROJECT NAME AJMAN I(TOWER 11), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
11 PROJECT NAME AJMAN I(TOWER 9), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
12 PROJECT NAME AJMAN I(TOWER 7), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
13 PROJECT NAME DUBAI HEALTH CARE CITY,(11 PLOTS) PHASE II, DUBAI
CONSULTANT M/S. TYPSA
MAIN CONTRACTOR M/S. APCC
14 PROJECT NAME 2B+G+12 BUILDING ON PLOT NO.P1.A003, CULTURE VILLAGE, DUBAI
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
15 PROJECT NAME 2B+G+12 BUILDING ON PLOT NO.P1.A004, CULTURE VILLAGE, DUBAI.
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
16 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D010,CULTURE VILLAGE,DUBAI
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
17 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D012, CULTURE VILLAGE, DUBAI
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
18 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D013,CULTURE VILLAGE,DUBAI
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
19 PROJECT NAME 4B+G+12 BUILDING ON PLOT NO.P1.E013, CULTURE VILLAGE, DUBAI
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
20 PROJECT NAME THE OPUS TOWER ON PLOT NOS. BB.A03.013, AT BUSINESS BAY, DUBAI
CONSULTANT M/S.WHITBY & BIRD ENGINEERS
MAIN CONTRACTOR M/S. APCC
21 PROJECT NAME 2B+G+9 BUILDING ON PLOT NO.26-058 AT SILICON OASIS, DUBAI
CONSULTANT M/S. AL FAREEN & PARTNERS
MAIN CONTRACTOR M/S. GCC CONTRACTING
22 PROJECT NAME FALCON TOWERS AT AJMAN (TOWER A7)
CONSULTANT M/S.CANADIAN CONSULTANTS
MAIN CONTRACTOR M/S.GULF ASIA CONT. CO.
23 PROJECT NAME LA HOYA BAY RESI AT AL MARJAN ISLAND (BLOCK-B,)
CONSULTANT M/S. MIMAR
MAIN CONTRACTOR M/S. KHOIE PROPERTIES
24 PROJECT NAME LA HOYA BAY RESI AT AL MARJAN ISLAND (BLOCK-C,)
CONSULTANT M/S. MIMAR
MAIN CONTRACTOR M/S. KHOIE PROPERTIES
25 PROJECT NAME 2B+G+12 BUILDING ON PLOT NO.P1.A005, CULTURE VILLAGE, DUBAI.
CONSULTANT M/S. ARENCO
MAIN CONTRACTOR M/S. DUTCH FOUNTATION CO. LLC.
26 PROJECT NAME DUBI CRYSTAL ON PLOT NO. A-012-001 AT DUBAI MEDIA CITY,DUBAI
CONSULTANT M/S. HENN ARCHITEKTEN
MAIN CONTRACTOR M/S. A P C C
27 PROJECT NAME FALCON TOWER AT AJMAN (TOWER A1)
CONSULTANT M/S.CANADIAN CONSULTANTS
MAIN CONTRACTOR M/S.GULF ASIA CONT. CO.
28 PROJECT NAME DUBAI PEARL ON PLOT NO.A.003 KNOWLEDGE VILLAGE, DUBAI
CONSULTANT M/S. MEECON CONSULTNATS
MAIN CONTRACTOR M/S. AL HABTOOR STFA SOIL GROUP
29 PROJECT NAME BUILDING ON PLOT NO P1-A01, AT CULT. VILLAGE, DUBAI
MAIN CONTRACTOR M/S. APCC
30 PROJECT NAME ABUDHABI COUT HOUSE COMPLEX ON PLOT NO.1/4 AT SECTOR W-58, PACKAGE PK-1, ABUDHABI.
CONSULTANT M/S. DAR AL - OMRAN
MAIN CONTRACTOR M/S. APCC
31 PROJECT NAME 132/22Kv SUBSTATION AT PALM DEIRA,DUBAI
CONSULTANT M/S. MOTT. MAC DONALD
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
32 PROJECT NAME BUILDING ON PLOT NOBB.A06.24 AT BUSINESS BAY
CONSULTANT ARKONSULT ENGINEERING CONSULTANTS
MAIN CONTRACTOR AL HABTOOR STFA
33 PROJECT NAME CAPITAL BAY BUILDING ON PLOT NOBB.A06.24 AT BUSINESS BAY, DUBAI
CONSULTANT ARKONSULT ENGINEERING CONSULTANTS
MAIN CONTRACTOR AL HABTOOR STFA
34 PROJECT NAME EXECUTIVE BAY PLOT NO.BB.A05-039 & 040 AT BUSINESS BAY, DUBAI
CONSULTANT ARKONSULT ENGINEERING CONSULTANTS
MAIN CONTRACTOR AL HABTOOR STFA
35 PROJECT NAME TIME TOWER ON PLOT NO.7&8 AT AL REEM ISLAND, ABUDHBAI.
CONSULTANT M/S. HEBERGER ENGINEERING CONSULTING
MAIN CONTRACTOR M/S. APCC
36 PROJECT NAME 132/22Kv SUBSTATION AT PALM DEIRA, DUBAI.
CONSULTANT M/S. MOTT. MAC DONALD.
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
37 PROJECT NAME 132/22Kv S/S PMDR,DN-02 & DN-03 SUBSTATION AT PALM DEIRA,DUBAI
CONSULTANT M/S. MOTT. MAC DONALD.
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
38 PROJECT NAME 132/11Kv SUBSTATIONS WORKS AT KHALEEJ TEJARI, DUBAI,
CONSULTANT M/S. MOTT. MAC DONALD.
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
39 PROJECT NAME 132/11Kv SUBSTATIONS & ASSOCIATED WORKS AT UMMSUQEEM HOSPITAL , DUBAI,
CONSULTANT M/S. MOTT. MAC DONALD.
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
40 PROJECT NAME CELESTIAL HEIGTS MIXED USED PROJECT DEVELOPMENT AT DOWN TOWN JEBEL ALI.
CONSULTANT M/S. DEWAN AL FMARA
MAIN CONTRACTOR M/S. A P C C
41 PROJECT NAME FORBIDDEN CITY- JAP015/03 INTERNATIONAL CITY
CONSULTANT M/S. DR. YAGHMOUR CONSULTING ARCHITECTS AND ENGINEERS
MAIN CONTRACTOR M/S. DHABI CONTRACTING
42 PROJECT NAME 2B+G+3P+15 TYPICAL OFFICES BUILDING ON PLOT NO. BB-A05.041 AT BUSINESS BAY.
CONSULTANT M/s. ABDUL RAHIM ARCHITECTURAL CONSULTANTS.
MAIN CONTRACTOR M/s. GINCO CONTRACTING.
43 PROJECT NAME 132/11Kv SUBSTATION ZONE 1&2 DOWN TOWN, JEBEL ALI
CONSULTANT M/S. P B CONSULTANT
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
44 PROJECT NAME 132/22 Kv SUBSTATION DUBAI WATER FRONT- J3
CONSULTANT M/S. MOTT. MAC DONALD
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
45 PROJECT NAME CONSTRUCTION OF SLAUGHTER HOUSE COMPLEX AT AL WATHBA WITH RELATED CAMEL, SHEEP AND PRODUCTS MARKET.
MAIN CONTRACTOR M/S NAEL GENERAL CONTRACTING EST.
46 PROJECT NAME 132/22 Kv SUBSTATION AT MADINAT AL ARAB –J4
CONSULTANT M/S. MOTT. MAC DONALD
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
47 PROJECT NAME 132/11Kv SUBSTATION ZONE 3, DOWN TOWN, JEBEL ALI
CONSULTANT M/S. P B CONSULTANT
MAIN CONTRACTOR M/S. ESSA ENGINEERING AND MARINE SERVICES
48 PROJECT NAME PROPOSED BUILDING MORINA RESIDENTIAL TOWER, ABUDHABI.
CONSULTANT JAMES CUBITT & PARTNERS
MAIN CONTRACTOR NSCC
49 PROJECT NAME JUMEIRAH GOLF ESTATE , TRENCH WORK
CONSULTANT M/S. KEO INTERNATIONAL
MAIN CONTRACTOR M/S. GOLDEN FOUNTAIN AGRICULTURAL PRODUCTS CO LLC
50 PROJECT NAME G+3 LABOUR CAMP ON PLOT NO.365-0314/AL QUOZE IND.II
CONSULTANT M/S. AL WAHA ENGINEERING CONSULTANTS
MAIN CONTRACTOR TOWER FOUNDATION
51 PROJECT NAME CONSTRUCTION OF LAKE RESIDENTIAL NEIGHBOURHOOD BUILDING B+G+7AT INTERNATIUONAL CITY AT AL WARSAN,
DUBAI
CONSULTANT M/S.SHAHID ENGINEERING CONSULTANTS
MAIN CONTRACTOR AL SAHEL CONTRACTING
52 PROJECT NAME CAPITAL CENTRE TOWER ON PLOT NO. C-19 ABU DHABI.
CONSULTANT M/S. WOODS BAGOT
MAIN CONTRACTOR NSCC
53 PROJECT NAME B+G+12 FLOOR BUILDING ON PLOT NO 373-1478 AT AL BARSHA
CONSULTANT M/S. AL THURATH ENGINEERING CONSULTANTS
MAIN CONTRACTOR M/S. CONSTRUCTION & BUILDING ENGG.LTD
54 PROJECT NAME DEWA SUBSTATIONS AT NEW GARHOUD
CONSULTANT M/S, E C G ENGINEERING
MAIN CONTRACTOR M/S ESSA ENGINEERING AND MARINE SERVICES
55 PROJECT NAME PROPOSED BUILDING ON PLOT NO.J2, MADINAT AT AL ARAB, DUBAI
CONSULTANT SERVE INTERNATIONAL
MAIN CONTRACTOR KCC AL FARDAN CONTRACTING.
56 PROJECT NAME AJMAN I(TOWER 7), PHASE I,RESIDENTIAL COMPLEX,AJMAN
CONSULTANT M/S.NATIONAL ENGINEERING BUREAU, DUBAI
MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING, AJMAN
57 PROJECT NAME DEWA SUBSTATIONS AT NEW GARHOUD
CONSULTANT M/S, E C G ENGINEERING
MAIN CONTRACTOR M/S ESSA ENGINEERING AND MARINE SERVICES
58 PROJECT NAME BUILDING ON PLOT NO. BB.A06.001, B.BAY, DUBAI.
CONSULTANT M/S.LACASA
MAIN CONTRACTOR M/S. TIGER INTERNATIONAL GENERAL CONTRACTING
59 PROJECT NAME NBAD BUILDING ON PLOT NO.C-23, W59/01 ADNEC, ABUDHABI
CONSULTANT ARCHITECTURE AND PLANNING GROUP
MAIN CONTRACTOR NSCC
60 PROJECT NAME ABUDHABI INVESTMENT COUNCIL NEW HEADQUARTERS ON PLOT NO.C-70, SECTOR EAST 25, ABU DHABI.
CONSULTANT M/S. ARUP
MAIN CONTRACTOR NSCC
61 PROJECT NAME PROPOSED GOLF CLUB HOUSE AT YAS ISLAND, ABU DHABI.
CONSULTANT M/S. CEBARCO
MAIN CONTRACTOR NSCC
62 PROJECT NAME OCTAVIAN OFFICE TOWER ON PLOT NO.BB.B01.015 & BB.BB01.16 AT BUSINESS BAY ,DUBAI
CONSULTANT M/S. AL WAHA ENGINEERING CONSULTANTS
MAIN CONTRACTOR M/S. AL HABTOOR STFA
63 PROJECT NAME NEWYORK UNIVERSITY
MAIN CONTRACTOR CPC
64 PROJECT NAME KIDS SPORT SCHOOL
CONSULTANT SERVE INTERNATIONAL
MAIN CONTRACTOR M/S CAPRIOLE CO LLC
65 PROJECT NAME THE GEMINI TOWER ON PLOT NO. BB.B03.023 AT BUSINESS BAY,DUBAI
CONSULTANT M/S. ARC INTERNATIONAL ENGINEERING
MAIN CONTRACTOR M/S. AL HABTOOR STFA
66 PROJECT NAME COMMERCIAL/RES.BUILDING ON PLOT NO –C-3,SECTOR ME-
9MOHAMED BIN ZAYED CITY,ABUDHABI
CONSULTANT M/S. ADNAN SAFFARINI
MAIN CONTRACTOR M/S. AL MAQAM GENERAL CONTRACTING
67 PROJECT NAME RESIDENTIAL/COMMERCIAL BUILDING ON PLOT NO.C-46, SECTOR ME-9,MOHAMED BIN ZAYED CITY
CONSULTANT M/S DAR EL EMARA
MAIN CONTRACTOR M/S. AL MAQAM GENERAL CONTRACTING
68 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO C-12 SEC-W15/Z,
ABUDHABI
MAIN CONTRACTOR M/S. AL MASHWI GENERAL CONTRACTING
69 PROJECT NAME PLOT NO. 123, SECTOR ME-12, ABU DHABI
MAIN CONTRACTOR SARAH AL WADI
70
PROJECT NAME GENERAL DIRECTORATE FOR BORDERS AND SECURITY AFFAIRS
CONSULTANT M/s. DAR AL KHALEEJ ENGG.
MAIN CONTRACTOR M/s. AL RADEEM GEN. TRANSPORT AND CONTRACTING
71 PROJECT NAME TRENCH WORK AT AL QUOZ AREA
MAIN CONTRACTOR M/S. AL MIRAK CONTRACTING
72 PROJECT NAME RETRIEVAL OF LOST VIBRO AT PALM DEIRA
MAIN CONTRACTOR M/S.A.P. C.C
73 PROJECT NAME WAVE RESIDENCE 1(1B+G+4P+4F+ROOF) PLOT NO B1,.A-2 , AT
DUBAI WATER FRONT- PHASE 1
CONSULTANT M/S.ARCHITECTURAL CONSULTING GROUP
MAIN CONTRACTOR M/S. A P C C
74 PROJECT NAME PIXEL TOWER(4B+G+2P+14 FLOOR) PLOT NO.B-4, A-1AT DUBAI WATERFRONT PHASE 1,
CONSULTANT M/S. ARCHITECTURAL CONSULTING GROUP
MAIN CONTRACTOR M/S. A.P. C.C
75 PROJECT NAME 4B+G+3P+24 STOREY RESIDENTIAL COMMERCIAL/RETAIL BUILDING ON PLOT NO.P1.D11,CULTURAL VILLAGE
CONSULTANT M/S. AL WASL AL JADEED CONSULTANTS
MAIN CONTRACTOR M/S. DUTCH FOUNDATIONS COMPANY
76 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO. C-65,SEC.W/58, MOHD BIN ZAYED CITY, ABUDHABI.
CONSULTANT M/S. SAYED KHALLAF CONSULTANT ENGINEERS
MAIN CONTRACTOR M/S. AL MAQAM GENERAL CONT.
77 PROJECT NAME G+M+7+ROOF BUILDING ON PLOT NO.92 SEC. ME- 10 MOHD BINZAYED ABUDHABI.
MAIN CONTRACTOR DISCOVERY CONTRACTING.
78 PROJECT NAME
G+M+7+ROOF BUILDING ON PLOT NO.93 SEC. ME- 10 MOHD BINZAYED ABUDHABI.
MAIN CONTRACTOR DISCOVERY CONTRACTING.
79 PROJECT NAME CASA MARBLE FACTORY.ABUDHABI.
CONSULTANT AL SALAM CONSULTING ENG.
MAIN CONTRACTOR BIN YAMEELA GEN CONT.
80 PROJECT NAME UNDER GROUND WATERTANK IN FOOTBALL COURT .ALMUSHRIF.ABUDHABI.
MAIN CONTRACTOR AL MAHABA CONTRACTING, ABUDHABI.
81 PROJECT NAME BUILDING ON PLOT NO79-80, SECTION W-01. ABUDHABI.
CONSULTANT HANNOVER CONSULT
MAIN CONTRACTOR BY BLOS CONSTRUCTION
82 PROJECT NAME DEWATERING FOR ADSB .ABUDHABI.
MAIN CONTRACTOR ALINAYAH ELECTROMECHANICAL WORKS .
83 PROJECT NAME DUBAI METRO PROJECT CAR PARK
CONSULTANT APG ARCHITECHTURE
MAIN CONTRACTOR . DHABI CONTRACTING.
84 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO C -91 SECTOR ME-10 . ABUDHABI.
MAIN CONTRACTOR BALMUR GENERAL CONTRACTING.
85 PROJECT NAME 2B+G+4TYP+RF RESIBUILD ON JUMEIRAH V PLOT JVC 12 XMRAQ003
CONSULTANT DIMENSION ENGINEERING CONSULTANT
MAIN CONTRACTOR ITALIAN FOUNDATION.
86 PROJECT NAME DEW FOR CON MAIN OF NEW ENT & REN OF EXISTING AUDITORIUM.
MAIN CONTRACTOR AL HUR& SHAHEEN GEN CON
87 PROJECT NAME BUS STATION AT AL QUOZ, R TA ROADS & TRANSPORT AUTHORITIES
CONSULTANT CRHI CAMPBELL REITH HILL INTERNATIONAL LTD
MAIN CONTRACTOR DHABI CONTRACTING
88 PROJECT NAME BUILDING ON PLOT NO127-1700 HORLANZ DUBAI
CONSULTANT AL GHAFRY
MAIN CONTRACTOR AL MAERAJ CONTRACTING
89 PROJECT NAME 2B+G+ 14+ GYMS ON PLOT NO. 373-1230, AL BARSHA FIRST, DUBAI
CONSULTANT AL ASRI
MAIN CONTRACTOR CENTRAL CONTRACTING
90 PROJECT NAME VILLA ON PLOT NO.37, SECTOR-15, ABUDHABI
MAIN CONTRACTOR WHITE WAY GEN CONTRACTING
91 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO C254 SEC ME11 ABUDHABI
MAIN CONTRACTOR HASHIM CON&GEN MAINTANENCE
92 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO 188 SECME11 MOHD BI ZAYED
MAIN CONTRACTOR HASHIM CONTRACTING
93 PROJECT NAME CITY SEASONS HOTEL C-21/ E-10 ELECTRA STREET ABUDHABI
CONSULTANT JAMES CUBITT & PARTNERS
MAIN CONTRACTOR SAILE CONSTRUCTION
PROJECT NAME COMMERCIAL BUILDING ON PLOT NO 195, ME-11 MUSSAFAH, AUH.
94 CONSULTANT PIONEER ENG CONSULTANCY
MAIN CONTRACTOR SHEPHERD GEN CONTRACTING.
95 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO 207, ME -12 MUSSAFAH .ABUDHABI
CONSULTANT PIONEER CONSULTANCY
MAIN CONTRACTOR SHEPHERD GEN. CONTRACTING CO
96 PROJECT NAME APC FACILITY AT ENOC PETROL STATION AT FESTIVAL CITY DUBAI
CONSULTANT YAGHMOUR ARCHITECH
MAIN CONTRACTOR SOLID ROCK CONTRACTING
97 PROJECT NAME COMMERCIAL BUILDING (G+M+7TYP+R) ON SECTORME-10 PLC14
MAIN CONTRACTOR KHALIFA AL FAHED CONT.ABUDHABI UAE.
98 PROJECT NAME FUEL TANK PLOT 1 MARINA SQUARE.AL REEM ISLAND
MAIN CONTRACTOR GREEN FIELD CONT.ABUDHABI.
99 PROJECT NAME ROYAL MIRAGE 3ON PLOT NO PJCRC01 PALAM JUMEIRAH.DUBAI
CONSULTANT WSP CONSULTANTS
MAIN CONTRACTOR
AL BASTHI&MUKTHA
100 PROJECT NAME 11 KV SWITCHING STATION AT SHEIKH KHALIFA PALACE
CONSULTANT M\S OLP
MAIN CONTRACTOR SCAN CONSTRUCTION.ABUDHABI
101 PROJECT NAME BUILDING ON PLOT NO C-235, SECTOR ME-12, ABU DHABI
CONSULTANT ADNAN SAFFARINI
MAIN CONTRACTOR AL FADH CONSTRUCTION & CONSTRUCTION & GENERAL MAINT
102 PROJECT NAME BUILDING ON PLOT NO C-123.SECTOR. ME 9 .ABUDHBI.
CONSULTANT M\S MEEDAN
MAIN CONTRACTOR AL FADA CONSTRUCTION.
103 PROJECT NAME COMMERCIAL BUILDING ON C-129, SECTOR ME -12, ABUDHABI
CONSULTANT M\S NATIONAL CONSULTANT
MAIN CONTRACTOR AL FADA CONSTRUCTION.
104 PROJECT NAME BUS STATION FOR RTA AT SATWA
CONSULTANT M\S .CRHI(CAMPBELL REITH HILL INT LTD.
MAIN CONTRACTOR DHABI CONTRACTING, DUBAI
105 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO.BB.A03-050, BUSINESS
BAY, DUBAI
CONSULTANT M/S. DUBAI ARCH.
MAIN CONTRACTOR OMINIYANT PROPERTIES
106 PROJECT NAME FOUR VILLAS TYPE- B. ABUDHABI
CONSULTANT AL SUWEIDI ENG CONSULTATANTS
MAIN CONTRACTOR ROYAL GUPCO JV. ABUDHABI
107 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO. C-68, SEC. ME-09, ABUDHABI
MAIN CONTRACTOR HASHIM CONTRACTING
109 PROJECT NAME BUILDING ON PLOT NO C-24 /SEC W-5901 AT ADNEC, ABUDHABI.
CONSULTANT MR.DEWAN ARCH. ENG.
MAIN CONTRACTOR AL MAZOUEI BOWER BUILDING CONTRACTING
110 PROJECT NAME 53 VILLAS AT ABUDHABI
MAINCONTRACTOR CATIC- THE CHINESE CO.ABUDHABI.
111 PROJECT NAME BUS STATION FOR RTA AT KARAMA
CONSULTANT CRHI CAMPBELL REITH HILL
MAIN CONTRACTOR DHABI CONTRACTING
112 PROJECT NAME HOTEL BUILDING ON PLOT NO.P 517-01, PORT RASHID, DUBAI
CONSULTANT BEL YOAHAH
MAIN CONTRACTOR DUTCH FOUNDATION
113 PROJECT NAME DEWATERING FOR PROJECT PLOT NO.361 AT AL BAHYA
MAIN CONTRACTOR ABUDHABI TOWERS G CON.
114 PROJECT NAME AL GURM PRIVATE VILLA ON PLOT NO.2, SOUTH 2, ABUDHABI.
MAIN CONTRACTOR GHANTOOT GROUP
115 PROJECT NAME WINTER CLUSTER 2B +G+4+R ON PLOT NO JVC 15 BF MRA 200
AT JUMEIRAH VILLAGE
CONSULTANT DIMENSIONS
MAIN CONTRACTOR DUTCH FOUNDATION
116 PROJECT NAME SUMMER CLUSTER 2B +G+4+R ON PLOT NO JVC 15 B, MRA 500 AT JUMEIRAH
CONSULTANT DIMENSIONS
MAIN CONTRACTOR DUTCH FOUNDATION
117 PROJECT NAME DEWATERING FOR PIPE LINE TRENCH WORKS ABU DHABI INTERNATIONAL SHOOTING CLUB.
MAIN CONTRACTOR FIBREX CONTRACTING
118 PROJECT NAME AL JALILA CHILDREN SPECIALTY HOSPITAL AT AL WASL HOSPITAL CAMPUS
CONSULTANT STUDIO ALTIERI INTERNATIONAL CONSULTANT
CONTRACTOR APCC
119 PROJECT NAME RESIDENTIAL VILLA FOR H.H.SHAMSA BIN ZAYED BIN SULTAN AL NAYAN, ABUDHABI.
CONTRACTOR CATIC THE CHINESE CO.
120 PROJECT NAME OFFICE BUILDING FOR CRYSTAL TOWER ON PLOT NO.
BB.A06.020 AT BUSINESS BAY, DUBAI.
CONSULTANT NATIONAL ENGINEERING BUREAU
MAINCONTRACTOR SOBHA CONTRACTING
121 PROJECT NAME SINOGULF TOWER ON PLOT NO. C-18, CAPITAL CENTRE, AUH.
CONSULTANT WOODS BAGOT
CONTRACTOR GROUP-3
122 PROJECT NAME BUILDING ON PLOT NO. 66 KHALIFA CITY ABU DHABI.
PUMP HIRE
MAIN CONTRACTOR FOURTH DIMENSION GENERAL CONT.
123 PROJECT NAME BUILDING ON PLOT NO. 66 KHALIFA CITY ABU DHABI.
MAIN CONTRACTOR FOURTH DIMENSION GENERAL CONT.
124 PROJECT NAME PROPOSED MULTY STORY CAR PARK BUILDING FOR POLICE GHQ AT ABU DHABI CITY.
CONSULTANT SHAHEEN ENGINEERING CONSULTANT
MAIN CONTRACTOR OBOOR NDI CONSTRUCTION
125 PROJECT NAME RESIDENTIAL BUILDING ON PLOT NO. C-278, SECTOR ME-12, ABUDHABI
MAIN CONTRACTOR BUILDING ART GENERAL CONTRACTING.
126 PROJECT NAME DEWATERING FOR ETISALAT DUCT LAYING WORK AT
JABALDHANA, RUWAIS
MAIN CONTRACTOR AL HADEER CONTRACTING.
127 PROJECT NAME DEWATERING FOR 3 VILLAS ON PLOT NO.103, SECTOR W 17/02 IN BATEEN, ABUDHABI
MAIN CONTRACTOR EURO GULF CONTRACTING
128 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO C-129, SECTOR ME-12 ABU DHABI.
MAIN CONTRACTOR AL FADA CONTRACTING & GENERAL MAINT.
129 PROJECT NAME EMIRATES BANK BUILDING ON PLOT NO. 226-740, AT AL TWAR, DUBAI, U.A.E.
CONSULTANT AL GAFRY CONSULTING ARCHITECTS ENGINEERS
MAIN CONTRACTOR AL HABBAI CONTRACTING LLC
130 PROJECT NAME DEWATERING WORKS FOR VILLA AT AL BAHYA, ABU DHABI.
MAINCONTRACTOR ABU DHABI TOWERS
131 PROJECT NAME OFFICE BUILDING AND STORE ON PLOT NO.22, SECTOR, M-36, AL MUSSAFAH, ABU DHABI.
CONSULTANT BUHAZWAH
CONTRACTOR BUHALWAH CONT & GEN.MAINT. LLC
132 PROJECT NAME COMMERCIAL BUILDING AT AL MAZROUE ABU DHABI.
MAIN CONTRACTOR AL FARA’A GEN.CONTRACTING CO. LLC
133 PROJECT NAME CONSTRUCTION & COMPLETION OF TEMPORARY WORK S FOR A CONCRETE BATCHING PLANT ON PLOT NO. W/14 AT MANHAAL PALACE, ABU DHABI
MAIN CONTRACTOR CONSTRUCTION BUILDING ENGINEERING
134 PROJECT NAME DEWATERING FOR VILLA AT KHALIFA CITY, ABU DHABI
MAIN CONTRACTOR AL SHAFAR GENERAL CONTRACTING
135 PROJECT NAME CONSTRUCTION OF 400 AND 132 KVA SUBSTATIONS AT
MEMZAR BEAH, DUBAI.
CONSULTANT M/S. EDF ENGINEERING
MAIN CONTRACTOR LOOTAH BUILDING CONSTRUCTION
136 PROJECT NAME DEWATERING FOR BUILDING ON PLOT NO 56, SECTOR E-10, ABU DHABI.
MAIN CONTRACTOR MAILED GEN. TRANSPORTATION
137 PROJECT NAME DEWATERING FOR AL AIN HOSPITAL PACKAGE –I, FOR ABU DHABI, HEALTH SERVICES COMPANY.
CONSULTANT ICME-FAUST CONSULTANT- OBERMEYER
MAIN CONTRACTOR ZUBLIN (STRABAG)
138 PROJECT NAME DEWATERING FOR DOLPHIN TOWER, 2B+G+3P+REC+18 FLOORS BUILDING ON PLOT NO. BB.B03.005, BUSINESS BAY, DUBAI.
CONSULTANT ARAB EXPERTS ENGG.CONSULTANTS
MAIN CONTRACTOR DUTCH FOUNDATION
139 PROJECT NAME DEWATERING FOR WAVE TOWER, 2B+G+3P+REC+18 FLOORS BUILDING ON PLOT NO. BB.B03.007, BUSINESS BAY, DUBAI.
CONSULTANT ARAB EXPERTS ENGG.CONSULTANTS
MAINCONTRACTOR DUTCH FOUNDATION
140 PROJECT NAME DEWATERING FOR ADCO. BAB-MODIFICATION OF WELLCELLAR – 4NOS AT BAB AREA IN TARIF AND HABHAN, ABU DHABI.
CONTRACTOR AL FARAH CONT. & GEN.TRANSPORT EST.
141 PROJECT NAME DEWATERING FOR 2VILLAS ON PLOT NO. 10, SECTOR-W-20, ABU DHABI
CONSULTANT A.P.G. CONSULTANTS
MAIN CONTRACTOR BINHAN CONTRACTING
142 PROJECT NAME DEWATERING FOR AL RAHA GARDENS COMMUNITY RETAIL
CENTRE AT ABU DHABI
CONSULTANT HYDER CONSULTANT.
MAIN CONTRACTOR TOWER FOUNDATION
143 PROJECT NAME DEWATERING FOR HOTEL & RESIDENTIAL TOWER ON PLOT NO. D-5C, AT DUBAI WATER FRONT.
CONSULTANT ARCHITECTIRE & PLANING GROUP
MAIN CONTRACTOR AL HABTOOR STFA
144 PROJECT NAME DEWATERING FOR FINANCE HOUSE HEAD QUARTERS BUILDING
ON PLOT NO. A-07 AT CAPITAL CENTER, ABUDHABI
CONSULTANT ARCHITECTURAL CONSULTING GROUP
MAIN CONTRACTOR SAILE FOUNDATION
145 PROJECT NAME DEWATERING FOR ACCOMMODATION BUILDING FOR POLICE STAFF AT MUSAFFAH ME-28, ABU DHABI.
CONSULTANT ARAB EXPERTS ENGINEERING CONSULTANTS
MAIN CONTRACTOR BIN OJAN GENERAL CONTRACTING
146 PROJECT NAME EREC – MINISTRY OF FINANCE BUILDING FOR INDEPENDENT AUTHORITIES ON PLOT NO P4, SECTOR –E-11, ABUDHABI.
CONSULTANT AL SUWEIDI ENGINEERING CONSULTANTS
MAIN CONTRACTOR DHABI CONTRACTING
147 PROJECT NAME DEWATERING FOR PROPOSED BLOCK FACTORY AT ICAD 3. PLOT NO 03, WR 33B ABU DHABI.
CONSULTANT AL SALAAM CONSULTING ENGINEERING
MAIN CONTRACTOR BIN YAMEELA GEN. CONTRACTING.
148 PROJECT NAME DEWATERING FOR 132/1 KVA SUBSTATIONS & ASSOCIATED WORKS AT DIP, DUBAI
MAINCONTRACTOR LARSEN & TOUBRO LIMITED
149 PROJECT NAME
DEWATERING FOR QASR AL HOS’N DEVELOPMENT FOR
ABUDHABI AUTHORITY OF CULTURE AND HERITAGE , AT SECTOR -3, ABU DHABI
CONSULTANT PARSONS BRINCKERHOFF
CONTRACTOR AL HABTOOR STFA
150 PROJECT NAME ROYAL MIRAGE 3ON PLOT NO PJCRC01 PALAM JUMEIRAH, DUBAI
WSP CONSULTANTS
AL BASTHI&MUKTHA
CONSULTANT
MAIN CONTRACTOR
151 PROJECT NAME DEWATERING FOR RESIDENTIAL VILLA ON PLOT NO.7, W-50, ABU DHABI. CHANGJIANG GEOTECHNICAL ENGINEERING CORPORATION MAIN CONTRACTOR
152 PROJECT NAME DEWATERING FOR VILLA AT BAHIYA ABU DHABI.
ABUDHABI TOWERS MAIN CONTRACTOR
153 PROJECT NAME DEWATERING FOR B+G+4+LOFT BUILDING ON PLOT NO JVC15O, MRP004-VILLA PERA AT JUMEIRAH VILLAGE, DUBAI.
HIGH ART ENGINEERING CONSULTANT ALCE CONSTRUCTION LLC
CONSULTANT
MAIN CONTRACTOR
154 PROJECT NAME DEWATERING FOR B+G+4+LOFT BUILDING ON PLOT NO JVC15K, MRP004-VILLA MYRA AT JUMEIRAH VILLAGE, DUBAI. HIGH ART ENGINEERING CONSULTANT ALCE CONSTRUCTION LLC
CONSULTANT
MAIN CONTRACTOR
155 PROJECT NAME DEWATERING FOR B+G+4+LOFT BUILDING ON PLOT NO JVC15L, MRP200-VILLA CARIA AT JUMEIRAH VILLAGE, DUBAI.
HIGH ART ENGINEERING CONSULTANT ALCE CONSTRUCTION LLC
CONSULTANT
MAIN CONTRACTOR
156 PROJECT NAME DEWATERING FOR RUWAIS LABOUR CAMP DEVELOPMENT WORKS, AL MASOOD BERGUM DISCOVERY GENERAL CONTRACTING
CONSULTANT
MAIN CONTRACTOR
157 PROJECT NAME DEWATERING FOR VILLA ON PLOT NO. 253-258, SECTOR E-48, ABU DHABI AL MAHABA CONTRACTING
MAIN CONTRACTOR
158 PROJECT NAME DEWATERING FOR VILLA AT KHALIFA CITY A, ABU DHABI.
MAINCONTRACTOR FOURTH DIMENSION CONSTRUCTION
159 PROJECT NAME DEWATERING FOR NEW 132/KV SUBSTATION AT W & 4
RELATED CABLE CONNECTION AT ABU DHABI ACTCO GENERAL CONTRACTING CONTRACTOR
160 PROJECT NAME DEWATERING FOR VILLA ON PLOT NO IC, SECTOR W-22, ABU DHABI
AL TAQWA CONTRACTING MAIN CONTRACTOR
161 PROJECT NAME DEWATERING FOR AL BAREEQ TOWER ON PLOT NO. BB.B03.024, BUSINESS BAY, DUBAI. BEL YOHAH CONSULTANTS
DUBAI CIVIL ENGINEERING
CONSULTANT
MAIN CONTRACTOR
162 PROJECT NAME DEWATERING WORKS FOR TAREEF POLICE STATION BAINONA CONSULTING ENGINEERING
DISCOVERY GENERAL CONTRACTING
CONSULTANT
MAIN CONTRACTOR
163 PROJECT NAME DEWATERING FOR PARKING EXTENSION MINISTRY OF FINANCE
AT ABU DHABI. AL SUWEIDI ENGINEERING CONSULTANTS
DHABI CONTRACTING
CONSULTANT
MAIN CONTRACTOR
164 PROJECT NAME DEWATERING FOR VILLA AT SEA PALACE DEVELOPMENT PH-1, ABU DHABI AL THURATH ENGINEERING CONSULTANTS
TAFSEER CONTRACTING
CONSULTANT
MAIN CONTRACTOR
165 PROJECT NAME DEWATERINGFOR ADISC-RESIDENTIAL LEISURE AND
COMMERCIAL COMPOUND, ABU DHABI ENGINEERING CONSULTANTS GROUP.
FIBREX CONSTRUCTION GROUP[
CONSULTANT
MAIN CONTRACTOR
166 PROJECT NAME 400KV QANTY AREA –CABLE PIT , TRENCHES AND QUT DOOR FOUNDATION AT SECTOR E-48, ABU DHABI
ACTCO GENERAL CONTRACTING MAIN CONTRACTOR
167 PROJECT NAME DEWATERING FOR BURJSIDE BOULEVARD 1B+G+5P+45 FLOORS ON PLOT NO.345-393 AT BURJ DUBAI, DUBAI.
SUN ENGINEERING CONTRACTING MAIN CONTRACTOR
168 PROJECT NAME DEWATERING FOR VILLA PLOT NO214-467 AT AL GARHOUD, DUBAI.
CONSULTANT DESIGN CENTER
MAINCONTRACTOR MAR REDDY CONTRACTING
169 PROJECT NAME
132/11KV SUBSTATION AT KIFAF ON PLOT NO 324-118, DUBAI.
DUBAI CONSULTANCY ESSA ENGINEERING & MARINE SERVICES
CONSULTANT
CONTRACTOR
170 PROJECT NAME 132/11KV SUBSTATION AT NAD AL SHIBA, DUBAI.
DUBAI CONSULTANCY ESSA ENGINEERING & MARINE SERVICES
CONSULTANT
MAIN CONTRACTOR
171 PROJECT NAME 12 VILLAS AL BUTEEN, ON PLOT NO.10, SECTION E-20,
ABUDHABI. BIN HAM GROUP MAIN CONTRACTOR
172 PROJECT NAME MAIN CONTRACTOR
COMMERCIAL BUILDING ON PLOT NO.24, SECTOR ME-9, ABUDHABI. AL SHUWEHAT CONTRACTING
173 PROJECT NAME
MAIN CONTRACTOR
DEWATERING FOR MALALLAH VILLA ON PLOT NO115, SECTOR
SW-2, ABUDHABI BINMOOSA CONTRACTING
174
PROJECT NAME
MAIN CONTRACTOR
DEWATERING FOR SEA PALACE DEVELOPMENT. NATIONAL PROJECTS & CONSTRUCTION LLC
176 PROJECT NAME DEWATERING FOR VILLA FOR H.H. SHEIKHA MARIYAM VILLA AT AL BUTAIN, ABUDHABI. NATIONAL PROJECTS & CONSTRUCTION LLC MAIN CONTRACTOR
177 PROJECT NAME
DEWATERING FOR WATER TANK FOR DAR AL OLOUM SCHOOL.
BIN HAM CONTRACTING MAINCONTRACTOR
178 PROJECT NAME
DEWATERING FOR SUB STATION ATABUDHABI INTERNATIONAL
SHOOTING CLUB FIBREX INDUSTRIAL CONSTRUCTION GROUP MAIN CONTRACTOR
179 PROJECT NAME DEWATERING FOR INFRASTRUCTURE DIVERSION FOR AL FORSON HOTEL, ABUDHABI. FIBREX INDUSTRIAL CONSTRUCTION GROUP
MAIN CONTRACTOR
180 PROJECT NAME DEWATERING WORKS FOR VILLA (G+1+R) PLOT NO.37B,
ABUDHABI
MAIN CONTRACTOR AL RUBA GENERAL CONTRACTING
181 PROJECT NAME DEWATERING FOR ADCO. BAB-MODIFICATION OF WELLCELLAR – 4NOS AT BAB AREA IN TARIF AND HABHAN, ABU DHABI. AL FARAH CONT. & GEN.TRANSPORT EST. MAIN CONTRACTOR
182 PROJECT NAME 3B+G+14FLOORS COMMERCIAL /RESIDENTIAL BUILDING ON PLOT NO.373 – 1301 AT AL BARSHA, DUBAI. CONSTRUCTION & BUILDING ENGINEERING LLC MAIN CONTRACTOR
183 PROJECT NAME PROPOSED DEWATERING FOR KHALIFA’A’ ON PLOT NO. 51,
SECTOR S.E 24, ABUDHABI GREEN STAR CONTRACTING GEN.MAINT. MAIN CONTRACTOR
184 PROJECT NAME DEWATERING FOR VILLA AT BANIYAS ISLAND, ABUDHABI.
STAR BALANCE GEN.CONT. & MAINT.EST. ABUDHABI MAIN CONTRACTOR
185 PROJECT NAME DEWATERING WORKS FOR AL RAHA GARDENS COMMUNITY
RETAIL CENTRE, ABUDHABI. SPK CONSTRUCTION MAIN CONTRACTOR
186 PROJECT NAME DEWATERING FOR VILLA AT ABUDHABI.
ESTIBSHAR GEN. CONTRACTING MAIN CONTRACTOR
187 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO.C-6, ABU DHABI. BINMOOSA CONTRACTING MAIN CONTRACTOR
188 PROJECT NAME SHOOTING CLUB, FC – 431, ABUDHABI. FIBREX CONSTRUCTION GROUP MAIN CONTRACTOR
189 PROJECT NAME DEWATERING WORKS AT ABUDHABI. M/S. FIRAS ENGINEERING
AL MARMAR GENERAL CONT. ABUDHABI.
CONSULTANT
MAIN CONTRACTOR
190 PROJECT NAME DEWATERING FOR PLOT NO. 86, SECTOR MZ-12, ABUDHABI.
CONSULTANT M/S. PRIME ENGINEERING
MAINCONTRACTOR DALLAL CONTRACTING
191 PROJECT NAME DEWATERING WORKS FOR ZONE –E, ADMINISTRATION BUILDING OF ABUDHABI POLICE, GHQ PROJECT.
SHAHEEN ENGINEERING CONSULTANCY. CHINA HARBOUR ENGINEERING.
CONSULTANT
CONTRACTOR
192 PROJECT NAME DEWATERING WORKS FOR SEA VIEW CLUB HOTEL ON PLOT NO.C-03, AT JUMEIRAH PALM, DUBAI.U.A.E.
AL WASL AL JADD CONSULTANTS. INTERMASS ENGINEERING CONTRACTING
CONSULTANT
MAIN CONTRACTOR
193 PROJECT NAME DEWATERING FOR 36 VILLAS IN MOHAMMED BINZAYED CITY PLOT NO.245, SECTOR Z-22, ABUDHBI M/S. ARENCO
CATIC THE CHINSE CO.
CONSULTANT
MAIN CONTRACTOR
194 PROJECT NAME DEWATERING WORKS ADISC RESIDENTIAL LEISURE AND COMMERCIAL COMPOUND, ABUDHABI.
ECG ABUDHABI
DRAKE & SKULL
CONSULTANT
MAIN CONTRACTOR
195 PROJECT NAME RLCC – DISTRICT COOLING PLANT KHALIFA CITY IN ABUDHABI.
M/S. MIMAR ABUDHABI ENGINEERING CONSULTANT LLC
G.T.C.C
CONSULTANT
MAIN CONTRACTOR
196 PROJECT NAME DEWATERING FOR VILLA AT KHALIDIYA POLICE STATION,
KHALIDIYA, ABU DHABI. SHAHEEN ENGG. CONSULTANTS SULTAN AL MULLA BLDG CONTRACTING
CONSULTANT
MAIN CONTRACTOR
197 PROJECT NAME DEWATERING WORKS ON PLOT NO.79-80, SECTOR W -01, AT ABUDHABI
M/S. HANNOVER CONSULTANCY BYBLOS GENERAL CONTRACTING
CONSULTANT
MAIN CONTRACTOR
198 PROJECT NAME DEWATERING AT ABUDHABI AL KHARAFI SWIMMING POOLS INDIVIDUAL MAIN CONTRACTOR
199 PROJECT NAME COMMERCIAL BUILDING ON PLOT NO. PL-2B, ABUDHABI WEST 46/2. AL BADER CONSTRUCTION & GEN.CONT. MAIN CONTRACTOR
200 PROJECT NAME PACKAGE 2- MAIN BUILDINGS ABUDHABI INTERNATIONAL SHOOTING CLUB, ABUDHABI. FIBREX CONSTRUCTION MAIN CONTRACTOR
201 PROJECT NAME RUWAIS REFINERY PROJECT.
NASSER SAEED AL HAJRI & PARTNERS
MAIN CONTRACTOR
202 PROJECT NAME DEWATERING WORKS FOR MR. SULTAN KHALFAN MATAR
SAEED AL ROMAITHI ON PLOT NO.E19/2, C182B, ABUDHABI AL AHD GENERAL CONTRACTING MAIN CONTRACTOR
203 PROJECT NAME DEWATERING WORKS OF SLUDGE TANK FOR SIEMENS CAMP AT RUWAIS AT ABUDHABI
SIEMENS AL MASAOOD BERGUM CONTRACTING
CONSULTANT
MAIN CONTRACTOR
204 PROJECT NAME DEWATERING OF VILLA FOR MR.SEIF SULTAN SEIF AL AWANI PLOT NO 112, SECTOR E-23 AT ABUDHABI AL AWANI GENERAL CONTRACTING. MAIN CONTRACTOR
205 PROJECT NAME DEWATERING FOR FARM HOUSE PR 566 AT ALWATHBA, ABUDHABI. BUHAZWAH CONTRACTING. MAIN CONTRACTOR
206 PROJECT NAME CONSULTANT
VILLA FOR SEIF AL KHUTBI ON PLOT NO 94, SECTOR E-21, ABUDHABI CROWN ENGINEERING
AL MUROOJ CORNER GEN.CONTRACTING MAIN CONTRACTOR
207 PROJECT NAME PIPE LINE WORK AT KHALIFA CITY PROJECT ABUDHABI. DHAFRA INTERNATIONAL PROJECT GROUP MAIN CONTRACTOR
208 PROJECT NAME CONSULTANT
PRIVATE VILLA FOR ABDULLAH AL ZAYED M HASHIMI PLOT NO.68, SECTOR E-38/01,ABUDHABI MOMEN
CHANGJIANG GEOTECHNICAL MAIN CONTRACTOR
209 PROJECT NAME
DEWATERING FOR LIGHT POST FOUNDATION AT ZAYED SPORTS CITY, ABUDHABI
FUTURE ELITE GEN.CONTRACTING MAIN CONTRACTOR
210 PROJECT NAME
CONSULTANT
DEWATERING FOR 132/11KV SUB STATION AT ADNEC CAPITAL CENTRE, ABUDHABI ENEGO CONSULTANT
ACTCO GEN.CONTRACTING MAIN CONTRACTOR
211 PROJECT NAME
CONSULTANT
VILLA FOR MR. AHMED ALI MATAR KHAMIS AL RUMAITHI, ABUDHABI HANOVER CONSULTING
BIN OJAN GEN.CONTRACTING MAIN CONTRACTOR
212 PROJECT NAME
VILLA FOR MOHAMAD SAEED MOHAMAD ALSWIDE ON PLOT NO 79, SECTOR E-48, ABUDHABI.
CYCLONE CONTRACTING MAIN CONTRACTOR
213 PROJECT NAME
DEWATERING WORKS FOR ANCILLARY BUILDINGS FOR EMIRATES STEEL INDUSTRY, ABUDHABI
FIBREX CONTRACTING MAIN CONTRACTOR
214 PROJECT NAME
CONSULTANT
DEWATERING FOR VILLA PROJECT AT MUSHRIFF, ABUDHABI MEHMOD AHMED DELUSE GENERAL CONTRACTING MAIN CONTRACTOR
215 PROJECT NAME
CONSULTANT
PRIVATE OFFICE OF H.H.SHEIKH SAIF BIN ZAYED AL NAHYAN PLOT NO. 31, SECTOR W-62, ABUDHABI EWAN ARCHITECTURE & ENGINEERING CONSULTANCY
VENUSE INTERNATIONAL CONSTRUCTION MAIN CONTRACTOR
216 PROJECT NAME CONSULTANT
VILLA FOR ABDULLA AL HAMILY ON PLOT NO.18, SECTOR SW 14, ABUDHABI HANNOVER CONSULTANCY
FIVE STAR GEN.CONTRACTING MAIN CONTRACTOR
217 PROJECT NAME CONSULTANT
VILLA AT BANIYAS ISLAND ABUDHABI MIMAR CONSULTANTING ENGINEERS
ABUDHABI TOWER CONTRACTING MAIN CONTRACTOR
218 PROJECT NAME CONSULTANT
DEWATERING FOR VILLA AT AL BATEEN AREA, ABUDHABI NATIONAL ENGINEERING BUREAU
BIN HAZEEM CONTRACTING MAIN CONTRACTOR
219
PROJECT NAME
CONSULTANT
DEWATERING WORKS COMMERCIAL BUILDING ON PLOT NO. 118-1276, NAIF, DUBAI. PALACE ENGINEERING CONSULTANTS
AL FAWZ CONTRACTING
MAIN CONTRACTOR
220 PROJECT NAME
DEWATERING FOR UNDER GROUND WATER TANK FOR TARIF TRAFIC & PATROL STATION, ABUDHABI
DISCOVERY GENERAL CONTRACTING MAIN CONTRACTOR
221 PROJECT NAME
MAIN CONTRACTOR
DEWATERING FOR NEW 132/11KV SUBSTATION AT W-24,ABUDHABI
ACTCO GENERAL CONTRACTING
222
PROJECT NAME
CONSULTANT
MAIN CONTRACTOR
DEWATERING WORKS FOR PRIVATE VILLA ON PLOT NO 30, AT ABUDHABI GATE CITY
MOMEN ARCHITECTS
BYBLOS GENERAL CONTRACTING
223
PROJECT NAME
MAIN CONTRACTOR
DEWATERING WORKS VILLA ON PLOT NO. 42, SECTOR S-14,
ABUDHABI.
CONSTRUCTION GENERAL CONTRACTING
224
PROJECT NAME
CONSULTANT
MAIN CONTRACTOR
DEWATERING WORKS COMMERCIAL BUILDING ON PLOT NO 373-344, AL BARSHA,DUBAI.
DESIGN CONCEPTS
W & P PILING
225
PROJECT NAME
CONSULTANT MAIN CONTRACTOR
DEWATERING FOR SHEIKH KHALIFA INTERCHANGE UNDER PASS, ABUDHABI.
MOUCHEL
LARSEN & TURBO
226
PROJECT NAME
CONSULTANT MAIN CONTRACTOR
DEWATERING WORKS FOR COMMERCIAL BUILDING ON PLOT NO. MO 06100, JEBEL ALI FREE ZONE, DUBAI.
MIMAR
APCC
227
PROJECT NAME CONSULTANT
MAIN CONTRACTOR
DEWATERING WORKS COMMERCIAL &RESIDENTIAL BUILDING “MARINA ARCADE” ON PLOT NO. 392-489, MARSA, DUBAI.
ARC INTERNATIONAL ENGINEERING
DUTCH FOUNDATION
228
PROJECT NAME
CONSULTANT
MAIN CONTRACTOR
DEWATERING WORKS DEWATERING FOR PRIVATE VILLA ON
PLOT NO.3720256 AT AL SAFOUH, DUBAI.
ARCHITECTURAL CONSULTING GROUP
COMMODORE CONTRACTING
229
PROJECT NAME CONSULTANT
MAIN CONTRACTOR
DEWATERING FOR COMMERCIAL BUILDING ON PLOT NO312-436, AL SOUK AL KABIR, DUBAI.
ENG. ADNAN SAFFARINI
AL MUSALLAS BUILDING CONTRACTING CO.
230
PROJECT NAME
CONSULTANT
MAIN CONTRACTOR
DEWATERING FOR CONSTRUCTION OF AUDI SHOW ROOM ON
PLOT NO. 358-548, AL QUOZ, DUBAI.
NATIONAL ENGINEERING BUREAU
AL SAHEL CONTRACTING CO.
PROJECT NAME Al Alawi office Tower (2B+G+19) at West Bay, Qatar
CONSULTANT M/s. Arab Engineering Bureau
MAIN CONTRACTOR M/s. Bauer International
PROJECT NAME Residential Building (2B+G+7) at Al Saad, Qatar
CONSULTANT M/s. Arab Engineering Bureau
MAIN CONTRACTOR M/s. Bader-El Hazek-Qatar
PROJECT NAME Dubai Tower, Doha, Qatar
CONSULTANT M/s. RMJM
MAIN CONTRACTOR M/s. Middle East Foundation
PROJECT NAME Doha High Rise Tower
CONSULTANT M/s. CEG/DAR Al HAndasa
MAIN CONTRACTOR M/s. CSCEC Middle East Equipment Supply
PROJECT NAME Al Jazi Tower Building Doha, Qatar
CONSULTANT M/s. Diwan Al Emara
MAIN CONTRACTOR M/s. Gettco Contracting Co.
PROJECT NAME Construction of Bilal Suits in West Bay, Doha, Qatar
CONSULTANT M/s. Bin Dalmouk
MAIN CONTRACTOR M/s. Dorra Qatar Contracting Co.
PROJECT NAME Q-Chem Project, Doha, Qatar
CONSULTANT M/s. Christiani & Nielsen
MAIN CONTRACTOR M/s. AMCON
PROJECT NAME K.D.F. Center for the Presentation of Islam, Doha, Qatar
CONSULTANT M/s. GHD
MAIN CONTRACTOR M/s. Al Jaber Contracting Co.
PROJECT NAME Ras Laffan Common Cooling Seawater System Phase-II
MAIN CONTRACTOR M/s. Affcon Infrastructure Limited
PROJECT NAME 2B+G+15 Hotel Building for Saleh Hussain Al Abdul Ghani
MAIN CONTRACTOR M/s. Al Sahaba Trading & Contracting Co.
PROJECT NAME Qatar National Library, Doha, Qatar
MAIN CONTRACTOR M/s. Baytur Construction & Contracting
PROJECT NAME B+G+M+17 Hotel Building for Fareed Abdul Aziz, Doha, Qatar
MAIN CONTRACTOR M/s. Al Zukhroof Trading & Contracting
PROJECT NAME Al Hitmi Residential Tower, Doha Qatar
MAIN CONTRACTOR M/s. Arabian Forasol
PROJECT NAME Air Traffic Control and Support Facilities Project CP-17, for ATC Tower, Doha, Qatar
MAIN CONTRACTOR M/s. Consolidated Contractors International Company S.A.L.
PROJECT NAME 2B+G+6 Office Building at Saad, Doha, Qatar
MAIN CONTRACTOR M/s. Imperial Trading & Contracting
PROJECT NAME Zayed Al Mansour Tower at Old Salata
MAIN CONTRACTOR M/s. Al Khayarian Group
PROJECT NAME Asgal Car Park Site at Saad, Doha, Qatar
MAIN CONTRACTOR M/s. Premium Contracting
PROJECT NAME A T C Tower, Qatar MAIN CONTRACTOR M/s. C.C.C., Qatar
PROJECT NAME Al Hitmi Tower, Qatar
MAIN CONTRACTOR M/s. Arabian Forasol
PROJECT NAME Al Misnad Tower, Qatar
MAIN CONTRACTOR M/s. K. G. Group
PROJECT NAME KIA Showroom Building
CONSULTANT M/s. CECO
MAIN CONTRACTOR M/s. Cosmos Pavolin
PROJECT NAME Al Jassim Tower at Old Salaata, Doha, Qatar
CONSULTANT M/s. Qatar Design Consortium
MAIN CONTRACTOR M/s. Al Khayarin Group
PROJECT NAME Qatar Education City Convention Center – Al Rayyan
CONSULTANT M/s. KEO International
MAIN CONTRACTOR M/s. BAytur Insaat Taahut
PROJECT NAME La Cigale Car Park
MAIN CONTRACTOR M/s. Premium Contracting
PROJECT NAME Retaj Hotel
MAIN CONTRACTOR M/s. Bader Al Hasek
PROJECT NAME Bridge Footings at Raslaffan
MAIN CONTRACTOR M/s. Gulfar Misnad Engineering and Contracting
PROJECT NAME Hotel Building
MAIN CONTRACTOR M/s. Mamco Contracting
PROJECT NAME 2B+G+15 Hotel Building in Al Salaatha, Doha Qatar
MAIN CONTRACTOR M/s. Al Sahab Contracting
PROJECT NAME Owina Tower (3B+G+7) Westbay – Qatar
CONSULTANT M/s. Arab Engineering Bureau
MAIN CONTRACTOR M/s. Al Jaber Trading & Contracting Co.
PROJECT NAME Marafiq Water Intake Facility
CLIENT Hyundai
MAIN CONTRACTOR M/s. Huta-Hegerfeld
PROJECT NAME Dammam Seaport Underpass
CLIENT Port Authority
MAIN CONTRACTOR M/s. Arabian Soil Contractors
PROJECT NAME King Fahd Street –Dhammam Underpass Intersection-4, Dhammam
CLIENT Dhammam Municipality
MAIN CONTRACTOR M/s. Arabian Soil Contractors
PROJECT NAME Yansab Cooling Tower Project
CLIENT M/s. Yanbu National Petrochemical co.
MAIN CONTRACTOR M/s. Dywidag Saudi Arabia Co.
PROJECT NAME Pipeline Rehabilitation Project for Saudi Aramco, Ras Tanura Refinery
CLIENT Saudi Aramco
MAIN CONTRACTOR M/s. R.H. Al-Marri Est.
PROJECT NAME Dammam – Khobar Highway Underpass Intersection -1, Dammam
CLIENT Dammam Municipality
MAIN CONTRACTOR M/s. Arabian Soil Contractors
PROJECT NAME Equipment Supply for Sharq Expansion III
CLIENT SHARQ Jubail
MAIN CONTRACTOR M/s. Yanbu National Petrochemical co.
PROJECT NAME Equipment Supply for ER-3 Project, Jubail
CLIENT SABIC (Jubail Ind. City Expansion)
MAIN CONTRACTOR M/s. Saudi Binladin Group
PROJECT NAME Al-Mumatie Tower Project, Dammam
CLIENT Al Mumatien
MAIN CONTRACTOR M/s. Yasir Mohammed Zakir Est.
PROJECT NAME Abu Ali Water Supply Header replacement for Saudi Aramco, Abu Ali
CLIENT Saudi Aramco
MAIN CONTRACTOR M/s. R.H. Al-Mari Est.
PROJECT NAME Equipment Supply for Hadeed New Wire Rod & Rebar Mill, Jubail
CLIENT Hadeed
MAIN CONTRACTOR M/s. Dywidag Saudi Arabia Co.
PROJECT NAME Equipment Supply for Unicoil Cold Mill Complex, Jubail
CLIENT M/s. UNICOIL
MAIN CONTRACTOR M/s. Dywidag Saudi Arabia Co.
PROJECT NAME Philips Chevron JCP Project (Refinery Expansion) Jubail
CLIENT Philips Chevron
MAIN CONTRACTOR M/s. C.C.C.
PROJECT NAME Philips Chevron JCP Project (Refinery Expansion) Jubail
CLIENT Philips Chevron
MAIN CONTRACTOR M/s. Al-Suwaidi Co.
PROJECT NAME Saudi Aramco Qatif New ABSQ-1, 42”Trunk Line, Juymah
CLIENT M/s. Saudi Aramco
MAIN CONTRACTOR M/s. R.H. Al-Mari Est.
PROJECT NAME Equipment Supply for Sea Water Cooling System Expansion Yanbu
CLIENT M/s. Saudi Aramco
MAIN CONTRACTOR M/s. Saudi Condreco Co
PROJECT NAME SWCC product Treatment Plant Extension, Jubail
CLIENT M/s. SWCC
MAIN CONTRACTOR M/s. M.A. Al-Kharafi & Sons Co.
PROJECT NAME Sewage Treatment Plant Expansion, Khafji
CLIENT Khafji Municipality
MAIN CONTRACTOR M/s. Al-Sawilem Co.
PROJECT NAME Al – Muhaidib Tower, Dammam
CLIENT M/s. Al-Muhaidib
MAIN CONTRACTOR M/s. Al-Noble Contracting Est.
PROJECT NAME General Hospital Project, Ras Tanura
CLIENT Saudi Municipality of Health
MAIN CONTRACTOR M/s. Al-Rajhi Dev. Co.
PROJECT NAME Sewage Treatment Plant Expansion, Khobar
CLIENT Khobar Municipality
MAIN CONTRACTOR M/s. Al – Sawilem Co.
PROJECT NAME Saudi Aramco Housing Development
CLIENT Saudi Naval Force
MAIN CONTRACTOR M/s. A.R. Dossary & Partners Co.
PROJECT NAME Saudi Naval Institute Lift Stations for Pumping Sewage Water, Dammam
CLIENT Saudi Navel Force
MAIN CONTRACTOR M/s. Al-Akeel Contracting Co.
PROJECT NAME King Faisal University Permanent Campus, Dammam
CLIENT Saudi Municipality of Education
MAIN CONTRACTOR M/s. YUKSEL INSAAT
PROJECT NAME Khasab Port Expansion Marine Works, Sultanate of Oman
CONSULTANT M/s. Atkins
MAIN CONTRACTOR M/s. Gulfar Engineering & Contracting
PROJECT NAME Sohar Industrial Area Sea Water Intake and Return system
CONSULTANT M/s. JGC
MAIN CONTRACTOR M/s. C.C.C.
PROJECT NAME Sohar Industrial Area Sea Water Outfall structure construction, Oman
CONSULTANT M/s. Fichtner
MAIN CONTRACTOR M/s. STFA
PROJECT NAME Oman India fertilizer Project, Sultanate of Oman
CONSULTANT M/s.
MAIN CONTRACTOR M/s. Consolidated Contracting Co.
PROJECT NAME Ash Shargiyah Sands Main Water Vareed & Supply System, Muscat for Ministry of Water Resources, Sultanate of Oman
CONSULTANT M/s. Dr. Ahmed Abdul Partners
MAIN CONTRACTOR M/s. Gulfar Engineering and Contracting Co.
PROJECT NAME Extension of International Hotel Muscat, Sultanate of Oman
CONSULTANT M/s.
MAIN CONTRACTOR M/s. Hasan Juma Al Backer Trading and Contracting Co.
PROJECT NAME Bahrain Financial Harbour-Dual Tower and Financial Mall at Mina Al Manama
CONSULTANT M/s. Business Development
MAIN CONTRACTOR M/s. Al Jaber
PROJECT NAME Hidd Power and Water Station phase -2 at Manama
CONSULTANT M/s. ALSTOM
MAIN CONTRACTOR M/s. Ahmed Mansoor Al-A’ali Co.
PROJECT NAME Beirut AirPort, Labanon
MAIN CONTRACTOR M/s. Al Jaber
PROJECT NAME Great Man Made River, Libya
MAIN CONTRACTOR M/s. Dong Ah
PROJECT NAME City Pump Station, Mersin, Turkey
MAIN CONTRACTOR M/s. Yuksel Insaat
PROJECT NAME Casting Basin, Subic Bay, Philippines
MAIN CONTRACTOR M/s. Dong Ah
PROJECT NAME New Airport, Hong Kong
MAIN CONTRACTOR M/s. Mc Alpine /Downer
PROJECT NAME LNG Trains, Bonnie Island, Nigeria
MAIN CONTRACTOR M/s. Mc Alpine /Downer
MANAGING DIRECTOR'S
& OTHER DIRECTORS
EXPERIENCE
PROJECT NAME
3B+G+6P+41 Storey Tower on Plot No. Ph1.C.019, Business Bay,
Dubai
CONSULTANT M/s. DAR
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Al Durrah Towers on Plot No. 335-142 & 340, trade Centre-1, Dubai
CONSULTANT M/s. W.S. Atkins & Partners
MAIN CONTRACTOR M/s. N.S.C.C.
PROJECT NAME 4B+G+33 Building on Plot No. A1 at Jumeriah, Dubai
CONSULTANT M/s. Eng. Adanan Safarani
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME 3B+G+44 Residential Building on Plot No. J-2, Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Art Consultant
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 3B+G+44 Residential Building on Plot No. J-2, Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Art Consultant
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 4B+G+33 Building on Plot No. A1 at Jumeriah, Dubai
CONSULTANT M/s. Eng. Adanan Safarani
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME Jumeirah Lake Towers Development, Dubai
CONSULTANT M/s. Wilbar Smith
MAIN CONTRACTOR M/s. Ascon
PROJECT NAME Dubai International Financial Centre Gate Building
CONSULTANT M/s. Turner
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME 2B+G+5 Office Building on Plot No. 319-310, Oud Metha, Dubai
CONSULTANT M/s. DAR Consultant
MAIN CONTRACTOR M/s. Al Habtoor STFA
PROJECT NAME Burj Views on Plot No. 85, Burj Dubai
CONSULTANT M/s. Noor Group Consultant
MAIN CONTRACTOR M/s. Binladin Group
PROJECT NAME 2B+G+6 Building on Plot No. 321-193, Al Mina, Dubai
CONSULTANT M/s. Rice Perry Ellis
MAIN CONTRACTOR M/s. Swissboring Overseas Piling Cop.
PROJECT NAME Landmark Project Abu Dhabi
CONSULTANT M/s. Buro Happold Consulting Engg.
MAIN CONTRACTOR M/s. Bauer International
PROJECT NAME Madinat Jumairah Resort-Phase 1, Part of Entry Hotel, Dubai
CONSULTANT M/s. Al Burj Consultant
MAIN CONTRACTOR M/s. Buhaleeba Contracting
PROJECT NAME Commercial and Residential Development of Al Reem Island, Phase 1- Plot No.1, Abu Dhabi
CONSULTANT M/s. Alliance Consulting Engg.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Dubai International Free Zone Authorities
CONSULTANT M/s. Al Hashemi
MAIN CONTRACTOR M/s. Al Sahel Contracting
PROJECT NAME 3B+G+10 Building on Plot No. 125 at Rigga Al Buteen, Dubai.
CONSULTANT M/s. Eng. Adnan Saffarini
MAIN CONTRACTOR M/s. Tiger Contracting
PROJECT NAME 3B+G+M+7 Building on Plot No.316-379 at Dubai
CONSULTANT M/s. Art Consultant
MAIN CONTRACTOR M/s. United Engineering
PROJECT NAME 2B+G+22 Building on Plot No.392-452, Dubai Marina, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Tiger Contracting
PROJECT NAME Royal Complex on plot No.104, Sector E-16/02, Abu Dhabi
CONSULTANT M/s. 4D Surbana Middle East
MAIN CONTRACTOR M/s. Bauer International
PROJECT NAME Tiffani Towers at Plot No. W2, in Jumeirah Lakes, Dubai
CONSULTANT M/s W.S. Atkins & Partners
MAIN CONTRACTOR M/s. N.S.C.S.
PROJECT NAME 3B+G+M+18 Building on Plot No.392-493, at Al Marsa, Dubai
CONSULTANT M/s. Dimensions Engineering
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME Jumeirah Lake Towers Development, Dubai
CONSULTANT M/s. Wilber Smith
MAIN CONTRACTOR M/s. ASCON
PROJECT NAME 2B+G+7 Building on Plot No. 316-688 at Al Raffa, Dubai
CONSULTANT M/s. Bin Dalmouk
MAIN CONTRACTOR M/s. C.R.C.
PROJECT NAME 2B+G+7 Building on Plot No. 129-178 at Port Saeed, Dubai
CONSULTANT M/s. Emirates Design Consortium
MAIN CONTRACTOR M/s. Al Nemr Group of Compines
PROJECT NAME The Residence at Burj Dubai, Dubai
CONSULTANT M/s. Woods Dagot
MAIN CONTRACTOR M/s. Nasa Multiplex
PROJECT NAME Liberty House Towers on Plot No. CP01, Gate Drive, DIFC, Dubai
CONSULTANT M/s Holford Associates
MAIN CONTRACTOR M/s. N.S.C.C.
PROJECT NAME B+G+6 Building on Plot No. 373-116, Al Barsha, Dubai
CONSULTANT M/s. Omar Moujaes Architects
MAIN CONTRACTOR M/s. Fibrex Co.
PROJECT NAME 6B+G+34 (Fortune Executive Tower) on Plot No. R3, JLT, Dubai
CONSULTANT M/s. Dimensions Engineering Consultants
MAIN CONTRACTOR M/s. Arabian Forosol Foundation
PROJECT NAME Al Reef Tower on Plot No. 1, Jumeirah Lake Towers, Dubai
CONSULTANT M/s KEO International Consultant
MAIN CONTRACTOR M/s. Emirates Belbadi Contracting
PROJECT NAME Al Rostamani Tower, Dubai Marina, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME The Gate Way Tower on Plot No. 37, Al Reem Island, Abu Dhabi
CONSULTANT M/s. Hyder Consulting
MAIN CONTRACTOR M/s. Al Habtoor STFA
PROJECT NAME Metropolitan Resort & Beach Club Tower Expansion, Dubai Marina
CONSULTANT M/s. National Engineering Bureau
MAIN CONTRACTOR M/s. Al Habtoor Engineering
PROJECT NAME 2B+G+6 Building on Plot No. 321-193, Al Mina, Dubai
CONSULTANT M/s. Rice Perry Ellis
MAIN CONTRACTOR M/s. Swissboring Overseas Piling
PROJECT NAME 4B+G+4P+72 Residential Tower on Plot No. 392-208, MArsa, Dubai
CONSULTANT M/s. National Engineering Bureau
MAIN CONTRACTOR M/s. Middle East Foundation Group
PROJECT NAME 3B+G+6P+56 Commercial, Res. & Office Building at Business Bay
CONSULTANT M/s. Design & Architecture Bureau
MAIN CONTRACTOR M/s. Edrafor
PROJECT NAME Golf Towers III Site 34, Emirates Hills, Dubai
CONSULTANT M/s. Al Noor Group Consultants International
MAIN CONTRACTOR M/s. CSHK Dubai Contracting
PROJECT NAME 2B+G+14 Tower on Plot No. 373-310 at Al Barsha 1st, Dubai
CONSULTANT M/s Frazer Nag Partnership
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME 4B+G+44 Building on Plot No. B001-014, Tecom, Dubai
CONSULTANT M/s. Gulf Engineering Consultant
MAIN CONTRACTOR M/s. Middle East Foundation
PROJECT NAME B+G+M+1 Building on Plot No.113-483, Al Dhayah, Dubai
CONSULTANT M/s. Engr. Adnan Saffarini
MAIN CONTRACTOR M/s. Construction and Building EngineeringCo
PROJECT NAME Emirates Operations Center on Plot No. 214-877 at Garhoud, Dubai
CONSULTANT M/s. Archon
MAIN CONTRACTOR M/s. Middle East Foundation Group
PROJECT NAME 2B+G+7P+39 Bay Gate Building on Plot No. BB A-01, 003 at Business Bay, Dubai
CONSULTANT M/s. Group Consultant International
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 2B+G+4P+14 Building on Plot No. C-008-001 at Tecom, Dubai
CONSULTANT M/s. National Engineering Bureau
MAIN CONTRACTOR M/s. Buhaleeba Contracting
PROJECT NAME B+G+12 Building on Plot No. 241-340 at Al Nahda, Dubai
CONSULTANT M/s. AEIB Architectural & Engineering
MAIN CONTRACTOR M/s. Preference Foundation
PROJECT NAME B+G+10 Office Building on Plot No. 126/R1 at Ras Al Khaimah
CONSULTANT M/s Alemar Engineering Consultant
MAIN CONTRACTOR M/s. Al Nuami Group
PROJECT NAME 2B+G+14 Commercial and Residential Building at Al Barsha, Dubai
CONSULTANT M/s. Al Habbai Contracting
MAIN CONTRACTOR
PROJECT NAME IBIS & Novotel Hotel Deira City Center on Plot No. 129-124, Dubai
CONSULTANT M/s. WS Atkins & Partners Overseas
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME Abu Dhabi International Shooting Club, Abu Dhabi
CONSULTANT M/s. WS Atkins & Partners Overseas
MAIN CONTRACTOR M/s. Fibrex Co.
PROJECT NAME Infinity Tower on Plot No. 392-570 at Al Marsa, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME Dubai International Financial Center Gate Building, Dubai
CONSULTANT M/s. Turner
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME 13 Towers on Plot No. B01-001 TOB01-11, Business Bay, Dubai
CONSULTANT M/s. Noor Consultant
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME 13 Towers on Plot No. B01-001 TOB01-11, Business Bay, Dubai
CONSULTANT M/s. Noor Consultant
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME Proposed Canal Point Development on Plot No. 500-001, Dubai
CONSULTANT M/s. Burt, Hill Consultant
MAIN CONTRACTOR M/s. Middle East Foundation
PROJECT NAME G+55 Tower & G+8 Car Park Building on Plot No. 336-208, Trade centre, Dubai
CONSULTANT M/s. Design & Architecture Bureau
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Financial Centre Truck Tunnel package IP04/05
CONSULTANT M/s. Maunsell
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME G+55 Tower & G+8 Car Park Building on Plot No. 336-208, Trade centre, Dubai
CONSULTANT M/s. Design & Architecture Bureau
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Financial Centre Truck Tunnel package IP04/05
CONSULTANT M/s. Maunsell
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME 4B+G+33 Building on Plot No. A1 at Jumeriah, Dubai
CONSULTANT M/s. Eng. Adanan Safarani
MAIN CONTRACTOR M/s. Bauer Spezialtiebau Gmbh
PROJECT NAME 3B+G+44 Residential Building on Plot No. J-2, Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Art Consultant
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Proposed Building on plot No. 839, Al Majaz, Sharjah
CONSULTANT M/s. Horizon International Consulting Eng.
MAIN CONTRACTOR M/s. Middle East Foundation
PROJECT NAME Proposed Villa on Plot No. 394-960(E-134) Emirates Hills, Dubai
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Chiraj Contracting
PROJECT NAME 3B+P+G+37+Mach. Floor on Plot No. Y-3, Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Al Ajmi Consultants
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Proposed Building on Plot No. 359-901, Al Qouz, Dubai
CONSULTANT M/s. First Art Consultants
MAIN CONTRACTOR M/s. Gulf &World Contracting
PROJECT NAME Dewatering for Villas on Plot No. 1, Sector E-39, Abu Dhabi
CONSULTANT M/s. Heberger Engineering Consultants
MAIN CONTRACTOR M/s. Gulf Contracting
PROJECT NAME Proposed Building on Plot No. 324, Port Saeed, Dubai
CONSULTANT M/s. Adnan Saffarini
MAIN CONTRACTOR M/s. Nemr Emirates Contracting
PROJECT NAME B+G+14 Typical Sheikha Lolwa D/o H.H Sheikha Khalifa
CONSULTANT M/s. Archdome Consult.Engg.
MAIN CONTRACTOR M/s. Saqer Eng.Cont.Ent.
PROJECT NAME 3B+E+34 Storey Commercial Res. Tower on Plot#C3 at JLT, Duabi
CONSULTANT M/s. Eng. Adnan Saffarini
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME E+1 Villa on Plot#375-555 at Al Barsha 3rd , Dubai
CONSULTANT M/s. Al Takamul Al Hamdasi
MAIN CONTRACTOR M/s. Evershine Cont.Co
PROJECT NAME E+1 Villa on Plot#375-1636 at Al Barsha 3rd , Dubai
CONSULTANT M/s. Al Takamul Al Hamdasi
MAIN CONTRACTOR M/s. Evershine Cont. Co
PROJECT NAME 2B+G+M+B Office Building on Plot#214-281 At Al Garhoud ,Dubai
CONSULTANT M/s. Conin
MAIN CONTRACTOR M/s. Const.&Reconst.Engg
PROJECT NAME B+G+M+3 Comm.&Res.Bldg. on Plot#233-697 at Al Quasis 2nd , Dubai
CONSULTANT M/s. National Engg. Bureau
MAIN CONTRACTOR M/s. Beijing Emirates Cont.co
PROJECT NAME M/s W.S. Atkins & Partners
CONSULTANT M/s. N.S.C.S.
MAIN CONTRACTOR 3B+G+M+18 Building on Plot No.392-493, at Al Marsa, Dubai
PROJECT NAME M/s. Dimensions Engineering
CONSULTANT M/s. A.P.C.C.
MAIN CONTRACTOR
PROJECT NAME Proposed Building on Plot No. C-1, Z9 at Shk. Mohd Bin Zayed City
CONSULTANT M/s Bainona & Al Bayaty
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME Aqua Beach Hotel, Fujairah
CONSULTANT M/s. Archon
MAIN CONTRACTOR M/s. F.N.C.
PROJECT NAME Proposed Building for RAK Wharf Shopping Centre At Ras Al Khaimah
CONSULTANT M/s. Rice Perry Consultants
MAIN CONTRACTOR M/s. Strabag
PROJECT NAME Proposed Building for Qaba’a Mosque on Sector E16/2, Abu Dhabi
CONSULTANT M/s. Heberger Engineering Consultants
MAIN CONTRACTOR M/s. Gulf Pioneers
PROJECT NAME Proposed Cosco in Jebel Ali Free Zone, Dubai
CONSULTANT M/s. Chawla Architectural Consulting
MAIN CONTRACTOR M/s. Shoba Contracting
PROJECT NAME D1 Tower, Versance Hotel And Villas, Dubai
CONSULTANT M/s. Hyder Consulting
MAIN CONTRACTOR M/s. Emirates Sunland
PROJECT NAME Makete Office Building on Plot No. MB-020, IMPZ, Dubai
CONSULTANT M/s. Ara Experts Engineering
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME 3B+G+37 Building on Plot No. Y-3, Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Al Ajmi Consulting
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Proposed Site in Business Bay on Plot No.BB.A.05, Dubai
CONSULTANT M/s. RMJM Consulting
MAIN CONTRACTOR M/s. Edrafor
PROJECT NAME 3B+G+M+3 Building on Plot No. 133-248 at Hoe Al Anz, Dubai
CONSULTANT M/s. Holford Associates
MAIN CONTRACTOR M/s. Belhasa Engineering
PROJECT NAME Proposed Building on Plot No. 356-574 at Al Quoze, Dubai
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Chiraj Contracting
PROJECT NAME MAG 218 Tower on Plot at Al Marsa, Dubai
CONSULTANT M/s. National Engg.Bureaue
MAIN CONTRACTOR M/s. Arabian Forasol
PROJECT NAME MAG 218 Tower on Plot at Al Marsa, Dubai
CONSULTANT M/s. National Engg.Bureaue
MAIN CONTRACTOR M/s. Arabian Forasol
PROJECT NAME 2B+G+12 on Plot at Al Ghusais
CONSULTANT M/s. Holford Consultants
MAIN CONTRACTOR M/s. Belhasa Engg.
PROJECT NAME 4B+G+80+Roof Comm Bldg on Plot#97, al Mamzar , Sharjah
CONSULTANT M/s. Al rostamani & Associate
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME G+7 Building on Plot#648 at Al Nahda, Dubai
CONSULTANT M/s. Horizon International
MAIN CONTRACTOR M/s. Master Civil Const.Co.
PROJECT NAME 2B+G+6 Typical Floors&HC at Al Barsha , Dubai
CONSULTANT M/s. Horizon International
MAIN CONTRACTOR M/s. Ali Moosa & Sons
PROJECT NAME B+G+1 Shopping Mall on Plot# 364-275
CONSULTANT M/s. National Engg. Bureau
MAIN CONTRACTOR M/s. T A V Gulf
PROJECT NAME Proposed Al Jaber Tower on Plot# A008-001 Media City, Dubai
CONSULTANT M/s. Arab Experts Apex Engg.
MAIN CONTRACTOR M/s. Swissboring
PROJECT NAME
G+9 Car Part+36+3 Servics Floors Bldg. On Plot#A010-010 at Media
City, Dubai
CONSULTANT M/s.
MAIN CONTRACTOR M/s. Al Nekhreh Cont.
PROJECT NAME Proposed Hospital at Al Safa on Plot#353-363 for Dr.Moopens Group, Dubai
CONSULTANT M/s. Al Wasel Al Jadeed
MAIN CONTRACTOR M/s. Al Hudaiba cont
PROJECT NAME DIFC Gate Garden District on Plot#GG01, Dubai
CONSULTANT M/s. Hoplans Architects
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME
B+G+M+3 Commercial Residential Building Showroom & Appartments
on Plot#318-304 at Al Karama , Dubai
CONSULTANT M/s. Holford Associates
MAIN CONTRACTOR M/s. Belhasa Engineering & Cont. Co.
PROJECT NAME
B+G+M+5 Comm./Res. Building on Plot#318-0875 at Al Karama,
Dubai
CONSULTANT M/s. Bel – Yoaham
MAIN CONTRACTOR M/s. Al Safar Gen. Cont.
PROJECT NAME
Comm./Res. B+UG+12Typ.Floors+Roof on Plot#241-197 at Al Nahda
2nd , Dubai
CONSULTANT M/s. Style Consultant
MAIN CONTRACTOR M/s. Al Habbai Contracting
PROJECT NAME Dubai Gold & Dimonds Park Ph – II Dubai
CONSULTANT M/s. Robert Matthen
MAIN CONTRACTOR M/s. Al Basti & Muktha L.L.C
PROJECT NAME G+2 Labour Accommodation at Plot#365-173 at Al Quoz , Dubai
CONSULTANT M/s. Bel – Yoaham
MAIN CONTRACTOR M/s. Al Nakhreh Contracting
PROJECT NAME Res. & Comm. Bldg. on Plot#373-436 at Al Barsha 1st , Dubai
MAIN CONTRACTOR M/s. China Railway
PROJECT NAME Proposed Construction 2B+G+10 Building on Plot#CBD – 34(A) International City , Dubai
CONSULTANT M/s. Al Emarah Al Khluia
MAIN CONTRACTOR M/s. Ranya General Const.
PROJECT NAME Dubai International Financial Al Jafliya, Dubai
CONSULTANT M/s. Al Emarah Al Khaluia
MAIN CONTRACTOR M/s. Al Dorra Contracting
PROJECT NAME B+G+1 Villa on Plot# 332-118, Jumeriah, Dubai
CONSULTANT M/s. Archon Projects Management
MAIN CONTRACTOR M/s. Khoory Hill
PROJECT NAME 2B+G+6+GY, Plot#373-109 at Al Barsha , Dubai
CONSULTANT M/s. Al Maktab Al Asri Eng. Consultants.
MAIN CONTRACTOR M/s. Kalfaan Al Saher
PROJECT NAME Al Habtoor Tower at Marsa, Dubai
CONSULTANT M/s. Conser Engineering Services.
MAIN CONTRACTOR M/s. Al Habtoor Engineering
PROJECT NAME U-Borrs Tower on Plot#BB.A05,029,030,031 at Business Bay, Dubai
CONSULTANT M/s. Whitby & Bird Engineers
MAIN CONTRACTOR M/s. Al Habtoor STFA
PROJECT NAME 2B+G+6 on Plot# BB.A.002-029, at Tecom , Dubai
CONSULTANT M/s. Design Engineering Consultancy
MAIN CONTRACTOR M/s. Geomar Gulf
PROJECT NAME Office Towers on Plot# BB.A.03,031, Business Bay, Dubai
CONSULTANT M/s. Art Consultancy
MAIN CONTRACTOR M/s. Arabian Forasol Foundation
PROJECT NAME J – 602, G+2, Labour Accommodation , at Al Quoz , Dubai
CONSULTANT M/s.Saraya Engineering Cosultancy
MAIN CONTRACTOR M/s. Al Basti Muktha
PROJECT NAME Building on Plot#G+3P+16 on Plot # 679, al Khan, Sharjah
CONSULTANT M/s. Horizon International
MAIN CONTRACTOR M/s. Master Civil Construction
PROJECT NAME Pumping Station at Vopak Horizon, Fujairah
CONSULTANT M/s. Tebodin Middile East Limited
MAIN CONTRACTOR M/s. Contracting & Trading Co.
PROJECT NAME Lagoons on Plot#D7-005 Al Khor, Dubai
CONSULTANT M/s. Meinhardt PTE Ltd
MAIN CONTRACTOR M/s. Al Habtoor S T F A
PROJECT NAME IBIS Hotel on Plot#373-106, Al Barsha First, Dubai
CONSULTANT M/s. Khatib & Alami Engg
MAIN CONTRACTOR M/s. Zublin
PROJECT NAME KIB Development Al Soud Al Khabeer, Dubai
CONSULTANT M/s. Shadid Engg Consultants
MAIN CONTRACTOR M/s. Al Ghafly
PROJECT NAME 3B+G+23 Commerical & Off. Bldg. Helipad for Al Batha Real Estate
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Al Hamed Cont.Co
PROJECT NAME Center Infrastructure works, IP 03 Truck Tunnel, Dubai.
MAIN CONTRACTOR M/s. APCC
PROJECT NAME B+G+3+R Amercian Academy Of Comestic Surgery Hospital At Dubai Health Care City.
CONSULTANT M/s. A R T Consultants
MAIN CONTRACTOR M/s. Ducth Foundation
PROJECT NAME
Commercial Residential Building 2B+G+M+7+R on Plot# 124 -303 at Al
Muraqabat, Dubai.
CONSULTANT M/s. A R T Consultants
MAIN CONTRACTOR M/s. Ducth Foundation
PROJECT NAME Commercial & Residential Dev. At Plot # 392 – 250 Marina, Dubai.
CONSULTANT M/s. Arief & Bintoak
MAIN CONTRACTOR M/s. Bauer Spezialtiefbau GmbH
PROJECT NAME (3B+G+34) Comm. / Res. Tower on Plot # U1 at JLT, Dubai.
CONSULTANT M/s. DAR
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME (3B+G+34) Comm. / Res. Tower on Plot # U1 at JLT, Dubai.
CONSULTANT M/s. DAR
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME (3B+G+34) Comm. / Res. Tower on Plot # U1 at JLT, Dubai.
CONSULTANT M/s. DAR
MAIN CONTRACTOR M/s. . Dutch Foundation
PROJECT NAME Proposed warehouse Building on Plot # 364 – 191 at Al Goze Iind. Area Dubai.
CONSULTANT M/s. Model Engineering
MAIN CONTRACTOR M/s. System Construction
PROJECT NAME Ph II for Jewels Twin Tower Dev. On Plot # 6 JK at Dubai Marina, DXB
CONSULTANT M/s. Robert Mathew
MAIN CONTRACTOR M/s. APCC
PROJECT NAME B+G+6 Res / Comm. Bldg. for Amin Al Kazim on Plot #373-391 at Al Barsha 1st, Dubai.
CONSULTANT M/s. National Engg. Buresau
MAIN CONTRACTOR M/s. A C T Construction
PROJECT NAME Business Bay The Towers, Dubai
CONSULTANT M/s DAR
MAIN CONTRACTOR M/s. Al Habtoor Engg.
PROJECT NAME Proposed Bawabat Al Nujoom Zabeel Park on plot # 324 1091, Dubai
CONSULTANT M/s. Arab Experts (Arex)
MAIN CONTRACTOR M/s. Zublin
PROJECT NAME 6 Towers on Plots # 7W and 7X (No. 392 – 389 & 392 – 391) Duabi Marina Dist.7, Dubai
CONSULTANT M/s. Arief & Bintoak
MAIN CONTRACTOR M/s. Nasa Multiplex
PROJECT NAME Ocean Development on Plot # H8 At Plam Jumeirah, Dubai
CONSULTANT M/s. dar Al Handasah
MAIN CONTRACTOR M/s. Bauer Spezialtiefbau GmbH
PROJECT NAME 2B+G+M+3 Bldg on plot no.214 – 271, at Al Garhud, Dubai
CONSULTANT M/s. Design Center
MAIN CONTRACTOR M/s. Ginco General Contracting
PROJECT NAME International shooting club,, Sharjah
CONSULTANT M/s. WS Atlkins & Partners
MAIN CONTRACTOR M/s. Fiberx Co. L.L.C
PROJECT NAME Civil woks 400 / 132 kv Sub Station at E48
CONSULTANT M/s. P.B.Power
MAIN CONTRACTOR M/s. Act gen Cont
PROJECT NAME
2B+G+14 Typical Floor Office Bldg on plot # C – 008 001 at Tecom,
Dubai.
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. OST Constructional Projects
PROJECT NAME Villa for Salem Shaibi
CONSULTANT M/s. Ark Consulting
MAIN CONTRACTOR M/s. Ghantoot Transport Gen Cont
PROJECT NAME 2B+G+6 Building for Al saad- Sulthan Plaza, First
CONSULTANT M/s. Dar Engineering Consultancy
MAIN CONTRACTOR M/s. Imperial Trading & Co.
PROJECT NAME Proposed Construction of sheds on pot no.2621, Ind-2, Sharjah
MAIN CONTRACTOR M/s. Al Nimr Cont.
PROJECT NAME (G+4P+I5) on Plot no. 539, Al Nadha,, Sharjah.
CONSULTANT M/s. N.D.A.A.H.Consultant Sharjah.
MAIN CONTRACTOR M/s. Golden Falcon Cont.
PROJECT NAME G+6 parking + 30 Typical Floor at Ajman.
CONSULTANT M/s. Eng. Adnan Safarani
MAIN CONTRACTOR M/s. Al Zamalek
PROJECT NAME 13 Towers on plot no. B01 – 011 Business Bay, Dubai.
CONSULTANT M/s. Noor Consultant
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME G+F+3 PARKING floors +25 TYP Floor , Health Club.
CONSULTANT M/s. Emarat Al Sharq Architecture
MAIN CONTRACTOR M/s. Beiging Emirates.
PROJECT NAME B+G+11 Bldg on plot no 241 – 337, Al Nadha, Second Club.
CONSULTANT M/s. Al Ajwi Consultant
MAIN CONTRACTOR M/s. Al Hawai Contracting
PROJECT NAME 2B+G+M+1 Show & offices Bldg on Plot No. 354 – 0382, At Al Goze First, Dubai.
CONSULTANT M/s. Engrineering Consultant Group
MAIN CONTRACTOR M/s. Al Sayegh Contracting.
PROJECT NAME The Golden Mile project, Palm Jumeriah,, Dubai.
CONSULTANT M/s. L.C.Consulting
MAIN CONTRACTOR M/s. Al Shafar General Contracting
PROJECT NAME Construction of Enoc / Eppo Filling station No. 99 at Al Barsha, Dubai.
MAIN CONTRACTOR M/s. Condor Building Contracting
PROJECT NAME Cooling water Line Sohar Power Project
CONSULTANT M/s. ALSTOM
MAIN CONTRACTOR M/s. Dogless OHI L.L.C
PROJECT NAME DEWA works all along the Al khail Road, Dubai
CONSULTANT M/s. Althurath Consultant
MAIN CONTRACTOR M/s. Kuwait Control Co.
PROJECT NAME Construction on Building on plot no. C-11,12, 13 & 14 on plot no. E / 16 / 1, Abu Dhabi
CONSULTANT M/s. Arenco
MAIN CONTRACTOR M/s. The Catic & Chinese
PROJECT NAME Plot no. 598 – 1192, at Dubai Investment Park, Dubai.
CONSULTANT M/s. Al Fahidi Consultants
MAIN CONTRACTOR M/s. Tala Contracting
PROJECT NAME G + 2 Labour Accomadation on plot no. 599 – 1268 at Jebel ALI
CONSULTANT M/s. Archdome Consulting Engineers.
MAIN CONTRACTOR M/s. Al Hareb Contracting
PROJECT NAME Construction of 4 villa H.E.Shk Mohd Al Sueidi.
CONSULTANT M/s. Diar Consultants
MAIN CONTRACTOR M/s. Gulf Pioneers Gen Contracting
PROJECT NAME Zayed Al Mansour Tower (3B+G+M+14P) Old Salatta, Doha, Qatar.
MAIN CONTRACTOR M/s. Al Khayarian Group Trading
PROJECT NAME Villas for Mr. Khalfan Rasheed Mohd Al Suweidi
CONSULTANT M/s. Al Suwedi
MAIN CONTRACTOR M/s. Five Star Contracting
PROJECT NAME Business Bay plot no. BB. A. 03.038, Dubai
CONSULTANT M/s. Emirates Innovation Engg.
MAIN CONTRACTOR M/s. Rashid Bin Darwish
PROJECT NAME 6B+G+34+2 Mech+ Roof on Plot no. R3 Jumeriah Lake Towers, Dubai
CONSULTANT M/s. Dimension Engg. Consultants
MAIN CONTRACTOR M/s. Arabian Farosal Foundation
PROJECT NAME Discovery Gardens District Cooling Plant, Dubai
CONSULTANT M/s. Hallrow Consultants
MAIN CONTRACTOR M/s. Shrinyo Corporation
PROJECT NAME Proposed Canal point Development, on plot no.500 – 001, Dubai.
CONSULTANT M/s. Burt Hill Consultants
MAIN CONTRACTOR M/s. Middle East Foundation
PROJECT NAME Al DanaGeant Shopping & Resi Bldg On Plot No. 509 Al Nadha,
CONSULTANT M/s. Gambert Eng. Consultants
MAIN CONTRACTOR M/s. Emirates International Dewatering
PROJECT NAME Enoc filling station at Al Zabeel first, Dubai
CONSULTANT M/s. B.S.B. Consultant
MAIN CONTRACTOR M/s. Hi Bulid Consultant
PROJECT NAME Al Reef Tower on plot no. 01, JLT, Dubai.
CONSULTANT M/s. Keo International Consultant
MAIN CONTRACTOR M/s. Emirates Belbadi Contracting
PROJECT NAME G + 8 Plot no. 362 – 1079, at Umm Suqueim, Second, Dubai.
MAIN CONTRACTOR M/s. Ajwa Construction
PROJECT NAME Raya Khaleefa Al Qubalsy vill plot – 183, Dubai
CONSULTANT M/s. Keo International Consultant.
MAIN CONTRACTOR M/s. Emirates Belbadi Contracting
PROJECT NAME Residential and office tower on plot no X -3 JLT, Dubai
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 2B +G +M +9 +Gym Bldg on plot no. 115 – 141, at Al Sabkha, Dubai.
CONSULTANT M/s. Arcon Consultants
MAIN CONTRACTOR M/s. ACT Construction
PROJECT NAME Construction of Qaba a Mosque Zone E-16/2, Abu Dhabi
CONSULTANT M/s. Heberger Engineering
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME Four Commercial Buliding C- 61
CONSULTANT M/s. Heberger Engineering
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME Four Commercial Buliding C- 19
CONSULTANT M/s. Heberger Engineering
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME Four Commercial Buliding C- 125
CONSULTANT M/s. Heberger Engineering
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME Four Commercial Buliding C- 165
CONSULTANT M/s. Heberger Engineering
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME 2B +G +M +12 Comm / Res Bldg on plot no. 316 – 280 Dubai.
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Transemirates Contracting
PROJECT NAME B +G +12 Plot No. 241 – 524 Al Nadha, Dubai.
MAIN CONTRACTOR M/s. Al Memzar Cont
PROJECT NAME G +2P+ 12 Plot No. 517 / Al Budanqueq, Sharjah.
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Transemirates Contracting
PROJECT NAME G +2P+ 12 Plot No. 517 / A Budanqueq, Sharjah.
CONSULTANT M/s. Art of Architecture
MAIN CONTRACTOR M/s. Master Civil Construction
PROJECT NAME 5 +1 Villas Plot No. 394 -740 to 748
CONSULTANT M/s. Team 90 Architecture Consultants
MAIN CONTRACTOR M/s. Frayland Group
PROJECT NAME
Enabling works for Bays waters on plot no. A03 – 006 At Business
Bay, Dubai.
CONSULTANT M/s. Hamilton Project Management
MAIN CONTRACTOR M/s. A.P.C.C.
PROJECT NAME B + G + 11 Plot no. 232 – 478, Quasis, Dubai.
CONSULTANT M/s. Al Ajmi Consultants
MAIN CONTRACTOR M/s. Adanan & Ashia Cont.
PROJECT NAME 2B + G 3 Bldg Plot No. 313 – 425, Al Hamariya, Dubai.
CONSULTANT M/s. Art Consultants
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME 2B + G +M +12 Comm / Res Bldg at Al Raffa, Plot no. 316 – 280, DXB.
CONSULTANT M/s. National Engineering Bureau
MAIN CONTRACTOR M/s. Trans Emirates Contracting
PROJECT NAME Plot no. 478, Juballa, Sharjah.
CONSULTANT M/s. Dimension Engineering Consultant
MAIN CONTRACTOR M/s. Detroit Contracting
PROJECT NAME B + G + M + 1 Development on plot no. 328 - 467
CONSULTANT M/s. Cenyar Consultants
PROJECT NAME B + G + 1 Villa Project on plot no. C- 003 – 012, Dubai
MAIN CONTRACTOR M/s. Al Hawar Contracting
PROJECT NAME 2B + R 12 Residential & commercial Bldg Sharjha
CONSULTANT M/s. Horizon Engineers
MAIN CONTRACTOR M/s. Karam Construction
PROJECT NAME Tower A6 & a7 on Plot no. A003 – 001 , Dubai Peral, Dubai
CONSULTANT M/s. Eng Adnan Saffarani
MAIN CONTRACTOR M/s. Arabtec
PROJECT NAME B + g + Gym Commercial / Residential Bldg on Plot no. 133 – 272, at hor Al Anz,
CONSULTANT M/s. Al Sheikh Mubarak
MAIN CONTRACTOR M/s. Al habbai Cont.
PROJECT NAME Cluzter Z-Jumeriah Lake towers, Dubai
CONSULTANT M/s. Aeib Architectural & Engg
MAIN CONTRACTOR M/s. Swiss Boring Overseas Piling
PROJECT NAME
Commercial Buliding For H.H.SheikSultan Bin Surour Al Dhaheri in
Al Barsha, Dubai.
CONSULTANT M/s. Al Suwedi Consultant
MAIN CONTRACTOR M/s. Al Ghafgly Gen Cont
PROJECT NAME
Proposed Bldg for B +G +10 office Bldg on plot no. 126 / r1 Ras Al
Khaimah.
CONSULTANT M/s Alemar Engineering Consultants
MAIN CONTRACTOR M/s. Al Nuami Group
PROJECT NAME
2B + g +Gym Swimming pool Bldg on plot No.124 – 1141 at Al
Muraqabat, Dubai.
CONSULTANT M/s. Al Hawaria
MAIN CONTRACTOR M/s. Team Engineering
PROJECT NAME G + 3 labour Camp at Al Quoz Plot no. 356 – 600, dubai
MAIN CONTRACTOR M/s. Bauer spezialtie Fbau GmbH
PROJECT NAME B +G 11 on Plot no. 241 – 400, Al Nadha Secondd, Dubai.
CONSULTANT M/s. Al Waha Engg Consultants
MAIN CONTRACTOR M/s. Civic Buliders
PROJECT NAME PJ1199 Sheikh Hamadan Awards complex plot no. 321 -224, 225 & 226 Al Mina Dubai
CONSULTANT M/s. Aridteknik
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME B + G + 14 Typical Floor office Bldg on Plot No.214 – 340, At Al Nadha, Second, Dubai.
CONSULTANT M/s. Aeib Architectural & Engg
MAIN CONTRACTOR M/s. Perference Foundation
PROJECT NAME
2B + G + 7P + 39 + Roof Bay Gate on Plot No. BB.A. 01, 003, At
Business Bay, Dubai.
CONSULTANT M/s. Group Consultant International
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Urology & Diagnostic center on Plot No. B/P -42, Dubai Health Care City, Dubai.
CONSULTANT M/s. Emirates Hospital Supplies Co.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Proposed Styrofoam Factory at Hamriyah Free Zone, Sharjahon Plot No.11 - 39
CONSULTANT M/s. Eamar Al Emararte Engg
MAIN CONTRACTOR M/s. Green Tower Contracting
PROJECT NAME 11 Tower at Business Bay (Site – 592)
CONSULTANT M/s. WS Atkins & Partners
MAIN CONTRACTOR M/s. Al Habtoor Engg.
PROJECT NAME B + G + M + 20 + HC Complex on Plot No. 373, at Al Nadha, Sharjah.
CONSULTANT M/s. A.M.Hegazy
MAIN CONTRACTOR M/s. C.R.C
PROJECT NAME
Dorra Tower 2B + G +21 on Res / Comm. Bidg. on Plot no. 392 – 409
at Al Marsa, Dubai
CONSULTANT M/s. National Engg Bureaue
MAIN CONTRACTOR M/s. C. R.C.
PROJECT NAME Lake Shore Tower -1 on Plot no. Y2 at Jumeriah Lake Towers, Dubai.
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME B + g + M + 5 on plot no. 312 – 1040, At Al suoq Al Kabeer, Dubai.
CONSULTANT M/s. Hegazy Engg Consultacy
MAIN CONTRACTOR M/s. Al Ashran Contracting
PROJECT NAME Construction, Completion and Maintenance of Dubai Muncipality used car show room 614 – 104 Ras Al Khor Ind, Third, Dubai.
CONSULTANT M/s. Robert Mathews & Johnson Marshall
MAIN CONTRACTOR M/s. Al Ghafly General Cont
PROJECT NAME G +M +11 Floor on Hotel Bldg on Plot no. 774 at Al Majarah, Sharjah.
MAIN CONTRACTOR M/s. Team Engineering
PROJECT NAME Emirates Institute and banding And Financial Study center
CONSULTANT M/s. Edra Consultants
MAIN CONTRACTOR M/s. Group 3 Engineering
PROJECT NAME 2B + G + 14, 1373 – 1273, Al Barsha First, Dubai.
CONSULTANT M/s. High Art Engineering
MAIN CONTRACTOR M/s. Archdome
PROJECT NAME Taj Exotica Beach Resort & Spa Grandeur Residences
CONSULTANT M/s. Arch Group
MAIN CONTRACTOR M/s. ETA Star Property
PROJECT NAME Irish Bay Tower on plot no. A. 02. 005 Business Bay, Dubai
CONSULTANT M/s. Atkins
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME Emirates Financial Tower on plot no. CP. 03, DIFC, Dubai
CONSULTANT M/s. CPG Consultants
MAIN CONTRACTOR M/s. Al Habtoor STFA Group
PROJECT NAME Harward Medical School at Dubai Health Care city
CONSULTANT M/s. Arif & Bintaok
MAIN CONTRACTOR M/s. Al Habtoor S.T.F.A Soil Group
PROJECT NAME Residential and office tower on plot no. X-1 JLT, Dubai.
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Residential and Office towers on plot no. X-2 JLT, Dubai
CONSULTANT M/s. Naga Architects & Designers
MAIN CONTRACTOR M/s. Dutco Construction Co.
PROJECT NAME B + G + 1 Villa on plot no. 394 – 954 (E128) At Emirates Hills, Dubai.
CONSULTANT M/s. Model Engg Consultants
MAIN CONTRACTOR M/s. Metro Gulf And Landscaping Const.
PROJECT NAME B + G + 2 on plot no. 322 -260, At Hudaiba,
CONSULTANT M/s. Engineering Consultant Group
PROJECT NAME B +G + 12 Res / Bldg on Plot no. 241 – 418 At Alnahda second, Dubai.
CONSULTANT M/s. DAR Consultant
MAIN CONTRACTOR M/s. Tela Contracting
PROJECT NAME 5B + G + 40 Fortune Executive on plot no. T-1 At Jumeriah lake Towers, Dubai
CONSULTANT M/s. Dimension Engg.
MAIN CONTRACTOR M/s. Arabian Farasol Foundation
PROJECT NAME Proposed B +G +34 floor Golf tower 2 On Plot no. 381 -131, at Emirates Mall, Dubai
CONSULTANT M/s. National Engg. Bureaue
MAIN CONTRACTOR M/s. Al Basti Muktha.
PROJECT NAME 4B + G + 35 Indigo Icon tower, Plot no. Jumeriah lake tower, Dubai.
CONSULTANT M/s. W.S Atkins & Partners.
MAIN CONTRACTOR M/s. Dutch Foundation.
PROJECT NAME 2B + G + 28 on plot no. 004 + 024 Tecom, Dubai.
CONSULTANT M/s. Al Ajmi Consultant
MAIN CONTRACTOR M/s. Al Badar Cont
PROJECT NAME Dubai Jewel tower 3B + G + 3P + 39 storey Bldg on Plot no. A. 013 -029 At Tecom, Dubai.
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Al Basti Muktha
PROJECT NAME 3B + G + 6 + HC office building on plot no. 004 – 024 Tecom, Dubai
CONSULTANT M/s. National Engineering Bureaue.
MAIN CONTRACTOR M/s. O.S.T Construction Projects.
PROJECT NAME 2B + G + 24 floor tower on plot no. C. 002 – 004 at Dubai Media City, Dubai.
CONSULTANT M/s. Kling Consultant
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 3B +G 14 Hotel Bldg on Plot No. 373 – 1308 Al Barsha -1, Dubai.
CONSULTANT M/s. Engg Adnan Saffarini
MAIN CONTRACTOR M/s. Al Farra General Cont.
PROJECT NAME 2B +G + 8 Dafaza Head Quarters, Dubai.
CONSULTANT M/s. Al Hashemi
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 6B + G 98 Floor Princess Tower on Plot No. 392 – 192 at DXB, Marina.
CONSULTANT M/s Engg Adnan Saffarini
MAIN CONTRACTOR M/s. Al Tameer Real Estate
PROJECT NAME B + G + 1 Emirates Bank on plot no. 366 – 104 at Umm Suquaim,DXB
CONSULTANT M/s. Al Ajmi Consultant
MAIN CONTRACTOR M/s. Al Safa Contracting
PROJECT NAME Al Tayer Tower on Plot No. 345 – 207, at Sheikh Zayed Road, Dubai.
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME Executive office tower on plot no. BB.A.01.004, at Business Bay,Dubai.
CONSULTANT M/s. Dewan Arch Engineers
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME 2B + G + 5 Office Bldg on Plot No P-115 (A-004-031) at Tecom, Dubai
CONSULTANT M/s. Access engineering Consultancy
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME B + G 7 +Residential Development on Plot no. 124 – 1123, Al Muraqabat, Dubai.
CONSULTANT M/s. Arif & Bintoak
PROJECT NAME
(P 408 FZ) Lob 18,19 shopping arcode
JAFAZ South, plot no. SZS10212 &sZs 10213, Dubai.
CONSULTANT M/s. John. R. Haris & Partners.
MAIN CONTRACTOR M/s. CSHK.
PROJECT NAME DIFC Site GB -02 fatan Development,
CONSULTANT M/s. L.C. Consulting.
MAIN CONTRACTOR M/s. Dutch Foundation.
PROJECT NAME Safina Projects at Dubai Dry Docks.
CONSULTANT M/s. Haskoning U.K Ltd.
MAIN CONTRACTOR M/s. NSCC> Soletanche Bachy J V.
PROJECT NAME 5B + G 39 + 1 Mech Bldg on plot no. K1 at Jumeriah Lake Towers,DXB
CONSULTANT M/s. Gulf Engg Consultant.
MAIN CONTRACTOR M/s. Middle Esat Foundation
PROJECT NAME 5B + G 39 + 1 Mech Bldg on plot no. K2 at Jumeriah Lake Towers, Dubai.
CONSULTANT M/s. Gulf Engg Consultant.
MAIN CONTRACTOR M/s. Middle Esat Foundation
PROJECT NAME 5B + G 39 + 1 Mech Bldg on plot no. K3 at Jumeriah Lake Towers,DXB
CONSULTANT M/s. Gulf Engg Consultant.
MAIN CONTRACTOR M/s. Middle Esat Foundation
PROJECT NAME Trident Grand Residence, Multi Storey Res. Bldg on plot no. 9 AB at Marina, Dubai.
CONSULTANT M/s RMJM
MAIN CONTRACTOR M/s. Bauer
PROJECT NAME (B + G 10 ) Staff Accomadation Bldg. on plot no 232 – 161 at Quasis 1, Dubai.
CONSULTANT M/s. The Frazer Nag Partnership.
MAIN CONTRACTOR M/s. Al Nakereh Contracting.
PROJECT NAME B + G + 11 Bldg on plot no. 232 – 01218, Al Quasis first, Dubai.
CONSULTANT M/s. Al Waha Engg Consultant.
MAIN CONTRACTOR M/s. Gold line Contracting
PROJECT NAME Infinity Tower on Plot no. 392 – 570, at Al Marasa, Dubai.
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME Liberty house plot no 335 – 142 & 340, Trade Center -1, Dubai.
CONSULTANT M/s. Holford Associates
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME Tiffany Towers on Plot no. W2, At Jumeriah Lakes, Dubai.
CONSULTANT M/s. W.S.Atkins & Partners.
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME Al Durrah Towers on plot No. 335 -142 & 340, Trade Center -1, Dubai.
CONSULTANT M/s. W.S.Atkins & Partners.
MAIN CONTRACTOR M/s. N.S.C.C
PROJECT NAME 2B + G + 5 Office and Residential Bldg on plot no. 319 – 310 at Oud Metha, Dubai.
CONSULTANT M/s. DAR Consultant
MAIN CONTRACTOR M/s. Al Habtoor S.T.F.A.
PROJECT NAME P-116, Office park on plot no. A-007 -001, At Dubai Internet City.
CONSULTANT M/s. M.B.A. engineering Consultancy
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME B +G + 6 Residential Bldg on plot no. 373 -1112, at Al Barsha, Dubai.
CONSULTANT M/s. Omar Moujee Architects.
MAIN CONTRACTOR M/s. Fibrex Co. L.L.C.
PROJECT NAME AX101 Cargo Mega Terminal Bldg Car Park, Dubai International Airport, dubai.
CONSULTANT M/s. Dar Al Handasah.
MAIN CONTRACTOR M/s. Al Naboodah Contracting
PROJECT NAME G + 55 Tower & G + 8 Car parking Bldg on Plot no. 336 – 208, Trade center, Second, Dubai.
CONSULTANT M/s. Design & Architecture Bureaue.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 3B + G + 6P + 41 storey tower on plot no. Ph.C.019 at Business bay, Dubai.
CONSULTANT M/s Style consulatant Engineers.
MAIN CONTRACTOR M/s. Best
PROJECT NAME B +G 6 Bldg on plot no. 321 – 193 Al MINA Dubai.
CONSULTANT M/s. Rice & Perry Ellis
MAIN CONTRACTOR M/s. Swiss Boring Overseas Piling.
PROJECT NAME 4B +G First +16 Al Salamyh Tower 2
CONSULTANT M/s. Arenco
MAIN CONTRACTOR M/s. Binladin Group
PROJECT NAME National Transport And Contracting
CONSULTANT M/s. Architectural engg
MAIN CONTRACTOR M/s. National Transport & Cont
PROJECT NAME G + 3P parking Floor + 25 Typ floor on plot no. 61 at Al Nada, Sharjah.
CONSULTANT M/s. Emrat Al Sharaq
MAIN CONTRACTOR M/s. Beiging Emirates Cont
PROJECT NAME 2B + G +11 Floor on Luxury Furnished apartment at port Saeed Dubai.
CONSULTANT M/s. Millennium Consultants.
MAIN CONTRACTOR M/s. China Railway.
PROJECT NAME Bonnington Tower on plot No. J3 At JLT, Dubai.
CONSULTANT M/s. Al Thurath Engg Consultants.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Commercial & Residential Bldg on plot No. 373 – 1310, Al Barsha, First, Dubai.
CONSULTANT M/s. Archdome
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME Golf Tower 111 Site 34, Emirates Hill Dubai.
CONSULTANT M/s. Noor Group
MAIN CONTRACTOR M/s. CSHK Dubai
PROJECT NAME
B1 + B2 + G + 14 Comm & Res Tower on Plot No. 373 – 1310, Al
Barsha first Dubai.
CONSULTANT M/s. farazed Nag Partnership
MAIN CONTRACTOR M/s. Bauer
PROJECT NAME
Commercial & Residential Tower on Plot No. C- 004 – 015, Tecom
Investment, FZ, Dubai.
CONSULTANT M/s. Al Ajmi
MAIN CONTRACTOR M/s. A.P.C.C
PROJECT NAME B + 54 Tower on Plot # 362 at Al Nahda, Sharjah
CONSULTANT M/s. Dimensions Engg. Consultants
MAIN CONTRACTOR M/s. Bauer Spezialie fbau GmbH
PROJECT NAME Bin Faradan Residence B+ G 1 floor res. Bldg on Plot No. C 006 – 011, Media city, Dubai.
CONSULTANT M/s Dewan Al Emara
MAIN CONTRACTOR M/s. Intermass
PROJECT NAME Car Park on Plot # 335 – 199 & 335 – 363 At Sheikh zayed Road Trade Center, Dubai.
CONSULTANT M/s. Dimensions Engg. Consultants
MAIN CONTRACTOR M/s. Al Habtoor STFA Soll Group
PROJECT NAME B + G + 8 Bldg on plot # 373 – 1277 At Al Barsha 1st, Dubai
CONSULTANT M/s. X Pert Consulting Engg
MAIN CONTRACTOR M/s. Al Sayegh Contracting
PROJECT NAME B = G 4 bldg on Plot # 242 – 158 At Al Quasis, Dubai
CONSULTANT M/s. Al Maktab Al Asri Engg. Conslt
MAIN CONTRACTOR M/s. Lootah Bldg & Const
PROJECT NAME
2B + G + LVL one + 10 Commercial Res. Bldg. Plot No. 129 – 155 at
port Saeed, Dubai
CONSULTANT M/s. Badri & Bensouda
MAIN CONTRACTOR M/s. C R C
PROJECT NAME
3B + G 33 + Hc Storey Al Waleed Paadies Res. Tower on plot # R1 at
JLT, Dubai
CONSULTANT M/s. Adnan Saffarini
MAIN CONTRACTOR M/s. Al Fara’a Gen Cont.
PROJECT NAME Burj Dubai – Old Town Commercial Island on plot # 68, Burj Dubai.
CONSULTANT M/s. Al Burj Engg. Consultants
MAIN CONTRACTOR M/s. Al Naboodah Laing
PROJECT NAME 3B + G + 7 Res. Bldg on plot # 317 – 532 Block at Al Mankhool, Dubai
CONSULTANT M/s. Arenco
MAIN CONTRACTOR M/s. Al Nekhreh Contracting
PROJECT NAME
Jumeirah Lake Tower 3B + G 44 + 1Mec/Res/Comm. Bldg on Plot #
N2 Cluster Nakheel at Dubai
CONSULTANT M/s. National Engg. Bureau
MAIN CONTRACTOR M/s. S.S Lootah Contracting
PROJECT NAME 3B + G + 12 Res. Bldg on plot # 241 – 458 at Nahda IInd, Dubai
CONSULTANT M/s. Ziki Homsi Engg.
MAIN CONTRACTOR M/s. O S t Constructional
PROJECT NAME 3B +G +6 Comm. Res. Bldg.on plot # 373 – 435 at Al Barsha Ist, Dubai
MAIN CONTRACTOR M/s. Khoory Hill Buliders & Cont.
PROJECT NAME 2B +G + 8 + R Bldg. for Sheikah Aysha Bint Zayed Al Nahyan on Plot # 373 -1229 At Al Barsha, Dubai.
CONSULTANT M/s. Dimensions Engg. Consultants
MAIN CONTRACTOR M/s. A P C C
PROJECT NAME 2B +G 8+ R Bldg. Mr. Khaleed Sultan Al Falahi & Mr. Diyad Sultan Faiehi on Plot # 373- 1234 at Al Barsha, Dubai
CONSULTANT M/s. Dimension Engg. Consultants
MAIN CONTRACTOR M/s. A P C C
PROJECT NAME 2B + G + 6 +Gym + Res./ Comm. Bldg. on Plot # 373 – 426 at Al Barsha I st, Dubai
CONSULTANT M/s. Archdome Consulting Engg.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME 4B + G + 33 Typ + HC + 1 Service Bldg on Plot at JLT, Dubai
CONSULTANT M/s. Engr. Adnan Saffarini
MAIN CONTRACTOR M/s. Bauer Spezialtiefbau GmbH
PROJECT NAME
B+ G 14 +T Floors + Gym + swimming Pool on Plot # 112 (385 – 265)
C 005 – 003, Tecom Dubai
CONSULTANT M/s. Space Consultant
MAIN CONTRACTOR M/s. Becon Construction
PROJECT NAME
Contract No. Zu 8888 – 58 Construction of Zayed University Buliding
at Knowledge Zone Dubai Media City
CONSULTANT M/s. Dewan Al Emara
MAIN CONTRACTOR M/s. Engineering Contracting
PROJECT NAME 2B + G + M + 3 Typical floors on Plot # 318 – 1111 at Karama, Dubai
CONSULTANT M/s. National Engineering Bureaue
MAIN CONTRACTOR M/s. Canadian Gulf Construction
PROJECT NAME 3B + G + 12 Floor Bldg. on Plot # 241 – 458 at Al Nahda IInd, Dubai
CONSULTANT M/s. Architecture Design Const.
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME
Parking and Compound wall on plot # 376 – 2376 at Al Barsha IInd,
Dubai
MAIN CONTRACTOR M/s. Unistar Construction
PROJECT NAME B + G + M +r Business Park on plot #129 – 392 at Port Saeed, Dubai
CONSULTANT M/s. Dimensions Engg. Consultants
MAIN CONTRACTOR M/s. Al Habtoor STFA Soil Group
PROJECT NAME Yatch Bay Amiak On plot # 392 -510 At Al Marsa, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. A P C C
PROJECT NAME Proposed 3b + G 35 + 2 Mec Tower on Plot no. 393 – 108 /B2 JLT,DXB
CONSULTANT M/s. Al Gure Consultants
MAIN CONTRACTOR M/s. Al Hamed Dev. & Const.
PROJECT NAME 2B + G + 8 Upper Floor Res. / Bldg. Dev. On plot # 373 -1132 at Al Barsha, Dubai
MAIN CONTRACTOR M/s. Al Ansari Real Estate
PROJECT NAME Proposed The View Res. Dev. On Plot # 27, Emaar, Dubai
CONSULTANT M/s R M J M
MAIN CONTRACTOR M/s. Fry Land Construction
PROJECT NAME
3B+G+23 Commerical & Off. Bldg. Helipad for Al Batha Real Estate on
Plot#990, al Majaz, sharjah
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Al Hamed Cont.Co
PROJECT NAME Juma Al Majid Residential Complexes, Sharjah
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Engineering & Cont.Co
PROJECT NAME Commercial Bldg. On Plot# 496, at Al Majaz Sharjah for H.E. Khalaf Bin Ahmed Al Otaiba
CONSULTANT M/s. Ewan Engineering
MAIN CONTRACTOR M/s. Emirates Gen.Const.
PROJECT NAME G+3 Bldg. (SARA HOUSE) on Plot#232-332 Ayman Abdul Latif Al lshaya
MAIN CONTRACTOR M/s. Obaidulla Cont.Co.
PROJECT NAME Al Zubaidi Tower, King Faisel Street on Plot No. P-82, Al Majaz, Sharjah
CONSULTANT M/s. Adnan Saffarini
MAIN CONTRACTOR M/s. Sun Engineering & Cont.
PROJECT NAME
G+M+20 Crystal Plaza Towers on Plot# 40 at Al Majaz, Sharjah for Mr.
Zied Abdul Maleed Al Eaffai
CONSULTANT M/s. Adnan Saffarini
MAIN CONTRACTOR M/s. Transemirates Engineering
PROJECT NAME Al Buhaire Insurance Building 3 Basement, Corniche , Sharjah
MAIN CONTRACTOR M/s. Al Hamed Cont. Co
PROJECT NAME Bin Kamil Shopping Centre, Sharjah
MAIN CONTRACTOR M/s. Al Hamed Cont.Co
PROJECT NAME 2B+G+15 Building on Plot No 273 at Al Majaz, Sharjah
MAIN CONTRACTOR M/s.Speed Building Cont.
PROJECT NAME Plot no 23 for Mr.Rashid Modaad Al Muhairy at Al Qasimia , Sharjah
MAIN CONTRACTOR M/s. Al Kharbash Cont.Co
PROJECT NAME Maketeb Office Building On Plot#MB-016 & 20, IMPZ, Dubai
CONSULTANT M/s. ARA Experts Engg.
MAIN CONTRACTOR M/s. APCC
PROJECT NAME 2B+G+22, Plot# C-008-005, Tecom, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Zublin
PROJECT NAME Novotel Hotel , Plot#373-1370, Al Barsha, Dubai
CONSULTANT M/s. Khatib & Alami
MAIN CONTRACTOR M/s. Zublin
PROJECT NAME Panorama Dubai Contracting On Plotno.133-539 at Hor Al Anz, Dubai
MAIN CONTRACTOR M/s. Emirates International Dewatering
PROJECT NAME 3B+g+22, Plot#129-657, Port Saeed, Dubai
CONSULTANT M/s. Design & Architecture Bureau
MAIN CONTRACTOR M/s. Edrafor
PROJECT NAME Corp Executive Hotel/Offices Bldg on plot#BB.A01.036, Business Bay, Dubai
CONSULTANT M/s. Chawia Architectural & Consulting
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Mixed use Tower on plot#134-834. al Memzar, Dubai
CONSULTANT M/s. Arkiplan
MAIN CONTRACTOR M/s. Dutch Foundation
PROJECT NAME Trench work on Plot# Burj Dubai
CONSULTANT M/s. Bovis Consultant
MAIN CONTRACTOR M/s. Heilbron Contracting
PROJECT NAME Dubai International Air Port Terminal -2 Expansion Phase II
CONSULTANT M/s. Dar Al Handasah
MAIN CONTRACTOR M/s. Group five Contracting
PROJECT NAME Residencial Bldg. G+5 Typ+H Club on Plot# A -845 at Al Majaz Second , Dubai
CONSULTANT M/s. Engg Adanan Saffarani
MAIN CONTRACTOR M/s. Becon Contracting
PROJECT NAME 2B+G+18 Bldg on Plot#C-008-019 at Internet City, Tecom, Dubai
CONSULTANT M/s.4.U Engineering
MAIN CONTRACTOR M/s. New Dubai Properties
METHOD STATEMENT
METHOD STATEMENT FOR EXECUTION OF DIAPHRAGM WALL WORKS
Guide Wall
(a) Prior to the construction of the Diaphragm Wall itself, two guide walls are installed. These guide walls are shallow reinforced concrete walls, built-in an open trench which is backfilled prior to the Diaphragm Wall construction.
width of DW +5cm
300 300
1200
Ground Level
350 350CL
Slurry Level
Y12 @300c/c
D16
Concrete of Ordinary Quality GradeI
TYPICAL SECTION OF GUIDE WALL
( Cover to all reinforcement to be 25mm)
NTS
(b) Excavation of the Diaphragm Wall is performed between these guide walls
which will assist to:
- guide the grab during the excavation and guarantee the position and alignment of the diaphragm wall;
+0.00
- support the equipment of the panels (reinforcement cages, tremie pipes etc.);
- increase the stability of the top of the panels during excavation;
- allow a reliable reference marking system for paneling.
Site Installation The site installation includes:
- offices – workshops, - bentonite mixing plant, - storage area, - steel cages yard (fabrication and storage).
BENTONITE
(a) The proposed bentonite for use on site is OCMA Grade powder of Indian origin, or other bentonite with similar characteristics.
(b) Bentonite will be stored on site on shrink-wrapped pallets. Each bag will be
50 kg multi-ply paper bag with one polythene liner.
(c) Dust nuisance will be controlled by opening the bags immediately over the
mixer. (d) The bentonite will be mixed in high shear mixers and pumped into storage
silo tanks or pools built on site. (e) Bentonite slurry will be pumped through 4" diameter steel / plastic pipes
from and to the excavation. Used bentonite will be passed through
desanding sieves and cyclones and stored for re-use Unsuitable bentonite slurry will be stored separately and transported off site in slurry tankers and dumped in an approved area.
(f) A bentonite testing laboratory will be provided on site and will contain
the following apparatus:
- mud balance (density test), - marsh cone (viscosity test), - sand screen set (sand content test), - apparatus for measuring pH (eg litmus paper).
(g) The frequency of the tests and the range of acceptable results are given in
the above table. Laboratory reports will be issued throughout the
construction period.
DIAPHRAGM WALL EQUIPMENT
A full list of equipment necessary to carry out the works is given below:
- Excavation crane - Excavation diaphragm wall grab - Bentonite mixing unit - Bentonite re-cycling unit - Bentonite storage tanks/silos - Service crane - Various pumps and tremie pipes for re-cycling bentonite and pouring
concrete - “RSS” form in sufficient quantity - Office, workshops and storage containers
DIAPHRAGM WALL EXCAVATION
(a) The excavation of the Diaphragm Wall is performed with mechanically
operated cable grabs or hydraulically powered grabs of 2.80m x 1.20m size.
(b) The clamshell grab is self-guided by its own weight (about 10 tons) and its
long skirt.
(c) The grab is operated from a heavy duty crawler crane of suitable power and weight to support the grab.
(d) The excavation proceeds bite after bite, with continuous replacement of
the soil by the bentonite slurry, keeping the level of the slurry in the trench between the guide walls.
(e) The height of the guide walls will be such that the level of slurry will
always be at a level above water table so as not to compromise trench stability.
(f) The spoil removed by the grab will be checked and an excavation report
will be maintained.
The excavation is usually made by means of primary, successive and secondary panels.
REMOVAL OF SOIL
Excavated material will be loaded directly into tipper trucks and later transported to an approved dumping area.
METHOD USED TO OVERCOME OBSTRUCTIONS
(a) Several methods can be used depending on the nature and size of obstructions and the site conditions such as:
(i) by grabbing if the size of the obstruction is compatible with the size
of the grab and the guide walls; (ii) by using alternatively grabs and heavy chisels;
(b) Various chisel forms will be used including a cross chisel and circular chisel for breaking up hard material and the box chisel for reaming the excavation out to the required dimensions.
METHOD OF CHECKING AND MONITORING VERTICALLY AND STABILITY
(a) The verticality of the excavation is continuously monitored by the verticality of the cables, the grab acting as a plumb line.
(b) During excavation, constant monitoring will be carried out using sounding
chains. By this method, a collapse is quickly identified. These sounding chains are graduated every meter.
(c) Levels may be taken, as necessary, on adjoining buildings to monitor any
settlement that may occur.
RE-CYCLING OF BENTONITE
(a) Upon completion of the excavation, the bottom of the trench will be thoroughly cleaned with the clamshell prior to recycling of the bentonite.
(b) A submersible electric pump or airlift system attached to a tremie tube
will be lowered to the bottom of the panel.
(c) The bentonite loaded with soil particles in suspension will be drawn off at
the bottom of the trench and re-cycled through a desanding re-cycling unit.
(d) The process will continue until the bentonite arriving from the trench base
satisfies the specification in table column no. 3.
FORMATION OF JOINTS BETWEEN PANELS
(a) Joints between adjacent panels will be formed using the RSS method and will incorporate one water stop bar.
CAST PRIMARY PANEL INCORPORATING WATERSTOP
IN PANEL
EXCAVATE CLOSING/ SUCCESSIVE PANEL AND
REMOVE STOPEND
CAST CLOSING / SUCCESSIVE PANEL INCORPORATING WATERSTOP
JOINT
N.T.S
TYPICAL DETAIL OF WATERSTOP JOINT (RSS)
(b) While re-cycling is in progress, an RSS joint form including one water stop is installed down to a depth equal to approximately 2-3m below the basement excavation level (in primary and successive panels).
(c) This form will be removed laterally during the excavation of the adjacent
panel after a minimum of 24 hours following the pour. No vertical load is applied at ground level.
PLACING OF REINFORCEMENT (a) The reinforcement will be prefabricated on site and transported to the
panel location by crane. (b) The cage will be equipped with concrete "spacers" to ensure that the
specified cover to reinforcement is maintained.
(c) When the cage is at the prescribed level, it will be suspended from the guide wall by suspension bars.
(d) Bend out starters bars or couplers can be attached to the prefabricated
steel cages, before lowering in the trench. (e) The same applies for recesses to form box outs between the steel cages
and the near face of the Diaphragm Wall.
4 7 0
1 5 0 1 5 0 1 5 0
4 7 0
4 7 0
1 5 0 1 5 0 1 5 0
4 7 0
4 7 0
1 5 0 1 5 0 1 5 0
4 7 0
P R I M A R Y P A N E L
S U C C E S S I V E P A N E L
C L O S I N G P A N E L
P A N E L L E N G T H
C A G E L E N G T H C A G E
L E N G T H
TYPICAL ARRANGEMENT OF REINFORCEMENT CAGES N.T.S
V E R T I C A L B A R
M A I N F R A M E
S U B F R A M E
L I N K
POSITIONING RING
STIFFENERS
LIFTING RING
PLACING OF CONCRETE
(a) The concrete will be a tremie mix with 175mm slump test result +/- 20mm and will be placed by tremie pipe. It will be ready mixed off site and delivered by truck mixer. The tremie will be made up of sections 1, 2 and 3m long with wire connectors. As concreting progresses, the pipe will be shortened whilst ensuring that at least 2m remains embedded in the concrete.
(b) The mix will be retarded so as to give flexibility in arrival times for truck
mixers. There will be a radio or telephone link with the batching plant and arrangements will be made for a back-up plant to be available in case of breakdown.
(c) During concreting, a log will be kept of delivery and concrete levels. Concrete tubes will be taken to assess the concrete strength.
(d) If an empty bore is left above the concrete cut-off, it will be backfilled
with suitable material after the concrete has set. (e) Should the sides of the trench start to collapse, the trench maybe
backfilled with lean concrete to ensure the stability of the neighboring structures and services, dependent upon site conditions.
(f) To prevent collapse due to sudden loss of bentonite, a sufficient quantity
of bentonite slurry (300m3) will be kept at the bentonite plant. In addition the trench will be backfilled with spoil to prevent further loss.
(g) The overall time from start of excavation to completion of panels will
depend on the extent of obstructions to be overcome. It is considered that there will be no difficulty in maintaining trench stability during the excavation or during subsequent re-cycling, installation of reinforcement and concreting. After re- cycling of the slurry, panels will be concreted in a single operation as soon as possible after cage installation.
(h) The cast concrete profile shall be a minimum of 300mm above the
effective trimmed final wall level. Trimming can be done at minimum 3 days after the concrete pouring.
(i) The extraction of RSS form is carried out in such a manner as to avoid
causing damage to concrete placed against it.
PILING WORKS
METHOD STATEMENT
1 - Equipments and Working Platform
The piles will be constructed in each area from a working platform level, as
mentioned in the Consultants Drawings. A suitable, firm and leveled area is
required for the piling plant and equipments. A list of drilling and mixing
equipments with its specifications are attached. Setting of pile positions on the
ground after that is performed according to axes of piles.
2 - Setting out of Piles
Shop drawings for pile layout and pile details are submitted for approval. Pile
centers are set at site as per grid lines and deviations. Short steel bars 12 mm dia.
and 500 mm length are driven at every pile center. Pile centers are inspected and
approved before commencing any drilling works.
3 - Installation of Temporary Casing
A temporary casing of suitable 3.00 m length and of required diameter will be
installed depending upon the characteristics of the topsoil. A spirit level shall be
used to check and control its verticality. The installation of the temporary casing
will be done using the boring rig or vibrator depending on the length of the casing.
4 - Pile Excavation
The boring operation will be carried out by means of self-erecting hydraulic
drilling rig. In case of any hard strata encountered during drilling, the use of auger
will be adopted to break the hard strata. The verticality of the holes will be
monitored by the use of the spirit level while drilling the pile by checking the
verticality of the Kelly bar from time to time. After the temporary casing has been
installed, excavation continues under Bentonite slurry support. The procedures in
the execution of these methods will be explained later in this report. After the
Completion of drilling, boring and final cleaning operations and the final
depth shall be verified using a depth meter erected on the filling Rig or a measuring
tape with a weight tied at its end. The tape shall then be slowly lowered down to
the pile toe level and the elevation shall be read and recorded.
5 - Disposal of Excavated Material
The excavated material will be temporarily stocked close to the drilling
machine. It will be subsequently loaded to truck by shovel loader and transported
to the disposal area.
6 - Cleaning of Piles
If the pile has been waiting for more than 4 hours to start pouring of
concrete, the pile hole should be cleaned by using the bucket, to make sure that
the soil around the pile did not collapse.
7 - Placing of Steel Reinforcement Cages
The level of steel cage must ensure at least 1.0m length of longitudinal steel
bars above cut-off level. The reinforcing steel cage will be slowly and carefully
lowered into the pile hole by the use of crane and supported with chain lock to the
casing according to the required elevation checked by the Engineer. After lowering
and assembly of the steel cage, the tip of its topmost portion shall then be secured
to the temporary casing to prevent it from "floating" during concreting operation.
A mill certificate must be submitted from the steel supplier identifying the
properties of the steel (strength and yield limits, etc.).
8 – Concreting
Prior to concrete pouring operation, suitable length tremie pipes assembled
together in section be lowered down to the bottom of the pile and lifted up a bit by
500 to 1000 mm. Ready-mix concrete of slump 180 to 220 mm. for tremie condition
shall be used to ensure a smooth flow down the tremie pipes. The top
pipe is fitted with flask to discharge the concrete down to the pile toe. The toe of
the pipes should be immersed in the concrete during casting, to prevent the
intrusion of drilling slurry. Concrete placing shall proceed continuously until the
designed head of pile level is achieved and sufficiently above thereafter to allow
for subsequent cutting back to sound concrete cut-off level. To prevent clogging of
tremie pipe while casting, a constant shaking of tremie pipe will be done by the use
of the crane.
Concrete cubes must be taken daily and that is by the rate of 6 cubes per
working day and that to determine the strength of the pile concrete after 7 and 28
days to make sure that the pile reached its required strength and a record for each
pile is presented having all pile information (dates and times – weather conditions
soil conditions – concrete conditions- etc.). A piling daily record form is attached.
9 - Extraction of Temporary Casing
The temporary casing shall be extracted by the boring rig or the vibro-
hammer, depending upon the length and system of installation, once the concreting
is completed. To prevent the collapse of the soil on inclined piles during the
removal of the casing, the use of inclined guide will be adopted so that the same
inclination is maintained without any collapse.
10 - Documentation
As the bored piling works progresses, along with daily reports, bored pile
records for each pile are simultaneously prepared to record the implemented
Parameters during each stage of the bored pile activity, that is, from the drilling to
the concrete pouring operations.
11 - Load Tests:
Load tests are carried out to determine the settlement of the piles in the
bearing strata, as well as to determine the allowable working capacity of the pile
as related to the ultimate pile capacity, to judge the performance of the piles.
The test is performed by a certain mechanism, which can be summarized as follows:
1) Excavation around the pile head is done with a depth of 1.0 m.
2) The pile head is chipped off.
3) A wooden form is built around the pile head with a box section mainly its dimension
is decided according to diameter of pile, and reinforced with a steel cage.
4) The main girder is placed in a longitudinal position, and then secondary girders, on
top which plates are placed.
5) The hydraulic jack and the pump are placed to obtain the loading and unloading
effects. (certificate of calibration of jack is submitted)
6) Dial gauges are used to obtain the readings which indicate the settlement of the
pile. (Certificates of calibration of gauges are submitted).
7) The reaction load is obtained by placing concrete blocks 2.40 ton each that placed
on the top of secondary by a crane.
8) The readings are taken as per standard procedure and the analysis of these reading
is done to obtain the curves and relations which determine the pile characteristics.
Two types of load tests works done on piles, which are:
a) Working Pile Load Test: test load = 1.5 times the working capacity of the
pile.
b) Non Working Pile Load Test: test load = 2 times the working capacity of the
pile.
12 - Pile Execution with Bentonite Slurry
After the installation of the temporary casing, the drilling operation will
continuously proceed together with the mixing of bentonite slurry. This will be
mixed by shifting carefully onto a stream of water directly or indirectly into the
drilling
hole. Directly, after the Bentonite is applied, the auger or bucket is then
reciprocated gently to distribute and homogenize the bentonite. Indirectly, the
bentonite is shifted into a stream of water into an agitated mix tank. The water
stream is then fanned over a sloping pan.
Auger blade or bucket use to facilitate lump-free mixing. Controls shall also
be carried out in the same situation intervals. The recommended viscosity is from
30 to 40 seconds and the PH value is from 9 to 12.
Bentonite mixture:
Bentonite content : 50 kg for 1.0 m3 of sweet water (5 %)
Mixture density : 1.05 to1.1 t /m3
Recycling of Bentonite:
The bentonite mixture is recycled, to maintain acceptable site conditions for
maneuvering and other activities.
13 – Pilling Program
Daily rate of pile execution is decided according to pile length and diameter
after 3 to 5 working days for mobilization.
14 - Pile Head Chipping and Integrity Tests:
Integrity tests should be carried out for all piles. Before testing, the pile
heads must be chipped off till the cut-off level. The level of chipping is below the
pile C.O.L base by 10 cm.
CFA Piles
1– Lateral Support of Drilled Hole Sides
For Continuous Flight Auger System (CFA), the side of the drilled hole is
laterally supported by the auger itself with the excavated soil accumulated on its
blades. As a result, no temporary casing or bentonite slurry is needed to retain the
sides of the drilled hole until the poured concrete replaces the excavated soil.
2 - Pile Excavation
The boring operation will be carried out by means of self-erecting hydraulic
drilling rig. In case of any hard materials encountered during drilling, the use of
auger will be adopted to break the hard strata. The verticality of the holes will be
monitored by the use of the spirit level while drilling the pile by checking the
verticality of the Kelly bar from time to time. After the completion of drilling, the
final depth shall be verified using a measuring scale mounted on the mast of the
piling rig.
3 - Concreting
The central shaft of the auger represents a full length tremie pipe assembled
together down to the bottom of the pile. Ready-mix concrete of slump 175 to 220
mm. for pipe condition shall be used to ensure a smooth flow down the tremie
pipes. The top of the pipe is connected to a concrete pump that receives delivered
ready mixed concrete. The toe of the pipes should be immersed in the concrete
during casting, to prevent pile necking. Concrete placing shall proceed continuously
until the designed head of pile level is achieved and sufficiently above thereafter
to allow for subsequent cutting back to sound concrete cut-off level.
Concrete cubes must be taken daily and that is by the rate of 6 cubes per
working day and that to determine the strength of the pile concrete after 7 and 28
days to make sure that the pile reached its required strength, and a record for each
pile is presented having all pile information (dates and times – weather conditions –
soil conditions – concrete conditions- etc.). A piling daily record form is attached.
4 - Disposal of Excavated Material
The excavated material will be temporarily stocked close to the drilling machine. It
will be subsequently loaded to truck by shovel loader and transported to the
disposal area.
5 - Placing of Steel Reinforcement Cages
The level of steel cage must ensure at least 1.0m length of longitudinal steel
bars above cut-off level. Immediately after concreting, the reinforcing steel cage
will be slowly and carefully lowered into the pile hole by the use of suitable
vibrator. The reinforcement is pushed down carefully to the required elevation
checked by the .Engineer.
Suppliers of steel must submit the Mill Test Certificate of the steel in order to
identify the properties of the steel (strength and yield limits, etc.).
CONCRETE PILE SHORING WORKS
1 - Equipments and Working Platform
The piles will be constructed in each area from a working platform level, as
mentioned in the Consultants Drawings. A suitable, firm and leveled area is
required for the piling plant and equipments.
2 - Setting out of Piles and Guide Beams
Shop drawings for pile layout and pile details are submitted for approval.
Reinforced concrete guide beam should be constructed along the site
circumference. Width of guide beam is 90 cm for piles having 60 cm dia and 140
cm for piles having 110 cm dia. Guide beam should meet the edge conditions of
the shoring piles with the plot limits. Locations of piles are determined through
the specified holes in the guide beam.
3 – Pile Excavation (C.F.A System)
For Continuous Flight Auger System (CFA), the side of the drilled hole is
laterally supported by the auger itself with the excavated soil accumulated on its
blades. As a result, no temporary casing or bentonite slurry is needed to retain the
sides of the drilled hole until the poured concrete replaces the excavated soil.
4 - Pile Excavation (Bentonite System)
The boring operation will be carried out by means of self-erecting hydraulic drilling
rig. In case of any hard materials encountered during drilling, the use of auger will
be adopted to break the hard strata. The verticality of the holes will be monitored
by the use of the spirit level while drilling the pile by checking the verticality of
the Kelly bar from time to time. After the completion of drilling, the final depth
shall be verified using a measuring scale mounted on the mast of the piling rig.
5 - Concreting
The central shaft of the auger represents a full length tremie pipe assembled
together down to the bottom of the pile. Ready-mix concrete of slump 175 to 220
mm. for tremie condition shall be used to ensure a smooth flow down the tremie
pipes. The top of the tremie pipe is connected to a concrete pump that receives
delivered ready mixed concrete.
The toe of the tremie pipes should be immersed in the concrete during
casting, to prevent pile necking. Concrete placing shall proceed continuously until
the designed head of pile level is achieved and sufficiently above thereafter to
allow for subsequent cutting back to sound concrete cut-off level.
Concrete cubes must be taken daily with 6 cubes per working day in order to
determine the strength of the pile concrete after 7 and 28 days to make sure that
the pile reached its required strength, and a record for each pile is presented
having all pile information (dates and times – weather conditions – soil conditions –
concrete conditions- etc.). A piling daily record form is attached.
6 - Piling Program
The piling program requires that each primary pile (reinforced pile) is drilled
at least one day after both adjacent secondary piles are done. Secondary piles are
drilled to a depth that is longer than the maximum excavation depth by at least
one meter. Primary piles are drilled to the designed depth as per approved shop
drawings. For two consecutive secondary piles to be executed on the same day, the
clear distance between piles should not be less than 1.20 m.
7 - Disposal of Excavated Material
The excavated material will be temporarily stocked close to the drilling
machine. It will be subsequently loaded to truck by shovel loader and transported
to the disposal area by the main contractor.
8 - Placing of Steel Reinforcement Cages
The reinforcement cages are delivered to the site near the pile location. The
level of steel cage must ensure 0.6 m length of longitudinal steel bars above cut-off
level. Immediately after concreting of primary pile, the reinforcing steel cage will
be slowly and carefully lowered into the pile hole by the use of crawler crane. The
reinforcement is pushed down carefully to the required elevation checked by the
surveyor.
09 - Documentation
As the bored piling works progresses, along with daily reports, bored pile
records for each pile are simultaneously prepared to record the implemented
parameters during each stage of the bored pile activity, which is from the drilling
to the concrete pouring operations.
10 - Pile Head Chipping
The pile heads must be chipped off till the cut-off level. Chipping of pile heads is
performed by suitable hummer, and the level of chipping is the same level of the
bottom of capping beam. The chipping of pile heads is done by the main
contractor.
11 – Construction of Capping Beam
Capping beam formwork is prepared. Steel reinforcement is fixed in position.
Then, concrete is poured into the formwork. Levels, dimensions, and
reinforcement of the capping beam are done as per approved shop drawings.
12 - Drilling of Tie-Back Anchors
Tie-back anchors are drilled to the required depth and with the specified angle as
per approved shop drawings. Level of starting point of each anchor should be
marked with reference to site levels. Bentonite slurry is pumped into the drilled
hole to retain excavation sides. After achieving the required depth,
Drilling equipment is pulled out and strand with injection pipes are inserted into
the drilled hole to the required depth.
13 - Injection of Tie-Back Anchors
Immediately after inserting strands into the drilled hole, cement mortar is pumped
into the anchor hole through first injection pipe to replace bentonite slurry.
Mortar injection should be continuously carried out until cement appears at the
surface of the drilled hole. Second injection phase is due after 12 hours (as a
minimum period) of the first injection.
14 - Walling Beam Installation
Walling beams are installed in position as per approved shop drawings. Walling
beams are temporarily supported with welded steel bars to the capping beam until
post stressing takes place. Strands of anchors are passed through the walling
beams. If capping beam exists at the same level of walling beams, no walling is
required as per approved shop drawings.
15 - Post Stressing of Anchors Strands
Two weeks after last injection of cement mortar, strands of anchors are tensioned
to the required design forces as per approved drawings. Hydraulic jack is used for
post tensioning. Anchor head and wedges are placed in position for each strand.
Each strand is tensioned separately. Cycles of tensioning may be required for each
group of strands of each anchor to make sure that no strand has been released
STEEL BEAM SHORING WORKS
1- Introduction
Temporary shoring system has to be constructed to retain adjacent roads,
lands, structures, etc during the period of excavation period below existing ground
level, in order to construct project elements of the basement.
Shoring system consists of main steel beams to be driven into the sub soil
strata to the designed toe level. Secondary concrete panels (or wooden planks) are
placed between steel beams. Steel beams may be extracted upon completion of all
structural works below ground level.
2- Trial Holes
Before driving steel beams, trial holes should be made along site
circumference. In case of existence of any services in the shoring course,
arrangements should be made to avoid any damage to utility lines. Shifting of the
service lines or shifting of the shoring course is the alternatives.
3- Surveying
Beam locations should be set in position at site as per approved design.
Guide beams, if needed, are placed to locate the flange edges of the driven beams.
4- Pre Boring
In case of hard subsoil strata, drilling of soil takes place before driving of
beams. Center of drilled holes is the same center of the driven beams.
5- Beam Driving
Crane is used to lift the steel beam in a vertical position. Center line of the
steel section should coincide with the central position on ground. Leveling of beams
take place prior to (and during) beam driving to ensure verticality of each driven
beam.
Vibratory Hummer is used to drive each beam down into ground until reaching
the designed toe level.
6- Panel Placement
Excavation takes place gradually with flexible rates, depending on retained
soil conditions. Concrete panels or wooden planks are placed between steel
beams. With excavation works progressing, panels go down to the new excavation
level and new panels are supplied at the top. Any vacancies behind panels should
be backfilled before commencement of further excavations.
Panel placement and excavation simultaneously continue until reaching the
required bottom of excavation as per approved drawings.
7- Beam Extracting
Main steel beams are withdrawn out of the ground after all structural works
below ground level are done. Crane and Vibratory Hummer are used to get the
beams out of the ground. All panels are left in position.
8- Backfilling and Compaction
Surface soil layers should be backfilled and compacted in substitution of voids
caused by withdrawal of driven beams.
SAFTY & QUALITY PLAN
PROJECT :
CLIENT :
CONSULTANTS :
PROJECT MANAGER :
CONTRACTOR :
:
:
OLIVER D CRIDGE
PROJECT MANAGER
SAFETY & QUALITY
LIST OF CONTENTS
1.0 SAFETY OFFICER
2.0 OBJECTIVE
3.0 SAFETY POLICY
4.0 RESPONSIBILITIES
5.0 ACCIDENT REPORTING
6.0 FIRE PROTECTION
7.0 GENERAL SAFETY REQUIREMENTS
8.0 SAFETY REQUIREMENTS FOR THE SITE OPERATIONS
9.0 WATER& POWER ENGG CO’S SAFETY TOOLBOX MEETING
10.0 APPENDIX 3 – ACCIDENT REORT FORM
12.0 APPENDIX 5 – CV OF SAFETY OFFICER
1.0 SAFETY OFFICER
Oliver David Cridge will be the Safety MANAGER at site. CV is attached in Appendix 5.
2.0 OBJECTIVE
The objective of the safety plan is to prevent accidents and injuries to all personnel, both
management and supervisory. Also to reduce the damage to our equipment and plants and
elimination of wastage, observing all regulations governing building operations and civil
engineering constructions in UAE.
3.0 SAFETY POLICY
3.1 Introduction
The Health and Safety Policy of W& P Dewatering and Piling co believes that the most
valuable asset is the employees. They are, therefore, committed to ensure that the highest
possible standards of health and safety that is reasonably practicable to obtain are achieved in
their operations.
3.2 Aim
It is the aim of W& P Dewatering and Piling co to prevent accidents, as far as is reasonably
practicable, and to maintain the health and safety of all personnel and members of the public
that may be affected by its operations.
3.3 Legal Obligations
W& P Dewatering and Piling co will ensure the observance of the requirements of the
UAE Federal Law No. (8) of 1980 on regulating labour relations with up-to-date
Amendments, in particular as set out in Chapter Five, Safety and Protection of
Employees, Article 91 through 101.
This statement of company policy is applicable to all contracts and places of work in
the UAE.
3.4 Policy
All employees have a legal obligation under the Health and Safety Law to co-
operate with Management in the implementation of this Statement of this Company
Policy.
3.5 Training
Safety training will form part of the Group’s general training program. This training
will include the requirements of the Law No. 8 and other relevant Statutory
Regulations, approved Codes of Practice, Guidance Notes, British Standards and
Company Procedure.
Management and all other employees did and will receive, as soon as is reasonably
practicable, such training in health and safety matters as is deemed necessary to enable
them to operate in safe and efficient matter.
3.6 Joint Safety Consultation
It is the policy of W& P Dewatering and Piling co to encourage joint consultation on
matters of health and safety at work. Regarding the appointment of Safety
Representative and the establishment of Safety Committees, where applicable in the
W& P Dewatering and Piling co's operation, W& P Dewatering and Piling co will
follow the requirements as in the UAE Federal Law No. 8 of 1980.
3.7 Safe Working Practices
W& P Dewatering and Piling co will ensure that all operations carried out on site will
be executed with the MAXIMUM regard for safety of the operations, other ancillary
staff and visitors. All operations will be monitored continuously and amended, if
necessary to insure their safe practice.
3.8 Subcontractors
Subcontractors (if required) will be requested before starting work, to provide a copy of
their Company Safety Policy, Method Statement and the name of their Company Safety
Advisor. The subcontractors will be issued with W& P Dewatering and Piling co's
Policy, which will be strictly adhered to if their own policy is of lower standard, or
absent. Copy of Insurance Policy for subcontractors should be submitted to W& P
Dewatering and Piling co's office. . All delivery drivers will be expected to comply
with PPE rules.
3.9 Manufacturers, Suppliers
The manufacturer, importer, designer, supplier, erector or installer of any article used in
W& P Dewatering and Piling co's operations must provide adequate information to
ensure the safety of the article. W& P Dewatering and Piling co's will ensure that the
information is communicated to the user.
3.10 Organization and Responsibilities for the Safety, Health & Environment
OLIVER D CRIDGE is the Operations Manger for over all W& P Dewatering and
Piling co Organization with special responsibility for Safety, Health and Environment.
Oliver David Cridge is the Safety Manager for this project.
Management at all levels will be responsible for ensuring that the aims of the policy are
fulfilled.
W& P Dewatering and Piling co's Safety, Health & Environment Department will be
responsible for providing an advisory service throughout the W& P Dewatering and
Piling co Organization and monitoring the cogency of the policy.
3.11 Insurance And Amendment
The Group Policy for Safety, Heath at work will be available and we will cover only
our workmen’s compensation and all other insurances to main contractors account.
This policy will be reviewed and amended as necessary. Any revisions will be notified
to those affected by the changes.
This policy will be achieved through the actions of all the employees of the company
and in accordance with the special responsibilities as follows:
4.0 RESPONSIBILITES
4.1 Safety Manager at Site
The Site Project Manager will be acting also as a Safety Manager at site to carry out the
safety policies of the company and to achieve the objective.
4.2 Safety Officer OR Safety in charge.
4.2.1 Safety Officer will report the Safety Manager on all matters of safety, health and
environment.
4.2.2 Ensure that safety, health and environment provisions at site are adequate.
4.2.3 Give advice and guidance to all employees at site on health and safety as and
when required.
4.2.4 Conduct monthly safety personnel and subcontractors, inspect project daily,
record visible safety hazards, identify violations, follow through on timely
correction of safety hazards; Monitor on site safety meetings and report the same
on his daily report.
4.2.5 Follow up all relevant safety reports for insurance purpose; submit job hazard
analysis as necessary.
4.2.6 Check and ensure housekeeping and clean up; post safety signs, where required.
4.2.7 Conduct weekly “Toolbox” meetings.
4.3 Site Engineering and Foremen
4.3.1 Be familiar with their obligations under the construction regulations and insist
that those regulations are observed.
4.3.2 Incorporate safety instructions and monitor the safety performance of their crew.
Ensure that the staffs are aware of the particular hazards and the necessity for
taking action, the wearing of protective equipment etc.
4.3.3 Ensure that all new and old employees learn to take safety precautions and
discipline those who violate the safety regulations.
4.3.4 Report defects in plant and machinery to appropriate authorities.
4.4 Operators
4.4.1 Ensure that the equipment is kept in good working order.
4.4.2 Ensure all the working equipment in good condition such as generators and
pumps.
4.4.3 Never carry out maintenance tasks with the engine running
4.4.4 Always use safety bars when working under extended hydraulic rams.
4.4.5 Check safe working load indicator daily – never tamper with it or isolate it.
4.4.6 Any defects affecting the safety of the machine must be reported immediately to
supervisors.
4.4.7 Switch off engine of moving machines when you leave the machine.
4.4.8 The generators are keep in a safe place and the cables shall be armoured.
4.4.9 Always ensure the deep wells are protected and above 50 cm above the ground
level. The wells are surrounded by warning tapes.
4.4.10 Satisfy yourself that working conditions are safe. Ensure that power lines, underground or overhead, and any mains services will not obstruct the safe
working of the machine. If in doubt – ask. When traveling on site use only
approved routs and crossing points. If your vision is restricted, ask for a
Banksman – do not go if you cannot see.
4.4.11 Remember equipment must only perform the task for which it is designed.
Under no circumstances should a hydraulic excavator be used for lifting unless
you are in possession of an ‘exemption certificate’ issued by the competent
person.
4.5 Workmen
4.5.1 Use correct tools and equipment for the job.
4.5.2 Use safety equipment and protective clothing, etc.
4.5.3 Report any defects in plant or equipment immediately.
4.5.4 Develop personal concern for safety. Read and comply with safety regulations.
Ensure that equipments are not misused.
4.5.5 Feel confident of doing the job assigned without taking risk. If not inform the
supervisor.
5.0 ACCIDENT REPORTING
5.1 All accidents causing damage should be reported immediately to the MAIN
CONTRACTOR
In case of an injury, get first aid at once and the details of the accident recorded in the
accident registers.
For any period of absence from duty on medical grounds the fitness certificate from the
doctor should be obtained and submitted to office without delay.
5.2 First Aid Kit consists of the following:
Eye wash, instant ice compress, triangular bandages, insect sting relief swabs,
Ammonia inhalants, Poison IVY treatment, Cotton Bandages, Effective Antacid & Pain
Relievers, Alcohol Prep, Hydrogen Peroxide, First Aid Cram, Gauze Pad, adhesive
tapes, Aspirin tables, Chloride prep pad, Firs Aid spray, Scissors, Microbicidal swap
pad, Gloves, Applicators, Rubbing alcigikm Eye pad, Lamino padding, adhesive
bandage, sheer bandage, triple antibiotic ointment, absorbent balls, stretcher.
Stretcher & First Aid Kits are located in storekeeper’s office at site.
First Aid will be provided by a trained person. (Safety steward). Total site personnel
with be 10 to 15 nos. We will have one First aider. Nurses and doctors shall be from the
Project main contractor.
6.0 FIRE PREVENTION
6.1 “Non Smoking” areas will be identified and signs displayed to that effect where
necessary.
Rubbish or debris will not be burnt at site.
The fuel storage tank along with signs, extinguishers, drip trays, gas cylinders etc. will
be kept and maintained at safe locations with the required fire protection precautions
and sign boards like “No Smoking”, telephone no. of the fire department will be
displayed near the fuel tanks, any source of ignition will be kept away from this area.
All gas cylinders at site will be stored upright, tied off and capped in separate storage
area designated as “No Smoking” area.
7.0 GENERAL SAFETY REQUIREMENTS
7.1 Hand tools and power tools
All Tools to be used at site will be standard tools and in very good order.
7.2 Machinery and Mechanized Equipment
All machinery and mechanized equipment are to be in very good working condition( if
any) and certified for its fitness except for Generators and pumps since it applies
manufactures warranty. Copies of fitness of machine certified by Third party will be
made available prior to the commencement of execution of works.
7.2.1 Supplementary requirements. Submersible pumps /Mud Pumps/Flyght Pumps
are special equipment to ensure uninterrupted supply, whenever necessary.
7.2.2 All drilling machines, rigs, cranes hoists and lifting equipment like sling, chains,
wire ropes, D’Shackles, etc. are tested and certified for its safety. Copies of the
test certificates will be made available prior to the commencement of execution
of works.
7.3 Worker Indoctrination
7.3.1 All personnel and operatives at all times when in site should wear hard hats,
safety shoes and high visibility vests.
7.3.2 Protective eye or nose covering should be worn during special operations like, welding, cutting concrete or grinding, cutting metals etc.
7.3.3 Access ways and work area should be kept clean.
7.3.4 Temporary electrical wiring (110 v / 220 v as per approval from Main
Contractor) will all be in very good condition and protected. Extension leads
must be fitted with proper plugs, and not by inserting base wire in to sockets.
Earthing rods to be installed as per specifications properly.
7.3.5 Speed restrictions of vehicles will be observed very strictly.
7.3.6 Radios, cassette players, CD players, music systems, walkmans, TV’s etc. will
not be used at site.
7.3.7 Manual Handing
Many accidents are carried due to mishandling. Ensure that loads are not heavier
than you are capable of lifting. Wear suitable gloves and safety footwear. As a
first resort, use mechanical means for lifting heavy equipments.
7.3.8 Vehicles
All vehicles on site or in public highways are to be driven with care and
considerations to workmates and the public. The condition of the vehicle under
your control should be reported if you feel there is something mechanically
wrong. Vehicle on site must be in good condition. It should be used in proper
manner and never overloaded to the extent of interfering with safe driving
operation of these vehicles. Only persons authorized by their superiors and
having valid UAE driving license should operate company vehicles.
No person is allowed to ride on running boards and bed or in any other insecure
position in the company vehicles.
No person must remain in the cab of a vehicle when it is being loaded by a lifting
appliance.
When vehicles are used to trip concrete or other materials, adequate precaution
must be taken to prevent over running in the excavation pits, quarries, large
diameter boreholes etc. Vehicles used to transit men should have fixed seats.
When reversing the vehicle obtain assistance of an attendant for the direction.
Shovel loader should have reversing, alarms installed - Never leave a vehicle
unattended with engine running.
8.0 SAFETY REQUIREMENTS FOR THE SITE OPERATIONS
8.1 Prior to starting any site operations locate and render safer all underground services and
ensure that there is no ground condition, which could create a hazard. Permit to
excavate is to be obtained from the main contractor prior to any drilling works. All site
staff to have induction regarding the above.
Before any rig or equipment start operations on a site the site must be provided with a
clean hard level surface capable of supporting the rig allowing its full mobility. All
lifting equipment shall be proof load tested and approved by authorized testing
company.
8.2 In the event of fire, which could not be contained immediately, fire alarm will be
alerted. Utmost care will be exercised not to endanger personnel in fighting the fire.
8.3 The telephone numbers for fire force and medical services will be displayed at the
telephone locations.
8.4 Fire extinguishers are placed at all salient locations, at site office, stores and main
site office.
8.5 Barriers and Enclosures
These should be provided to identify locations of probable dangers, like storage areas
for gas cylinders, highly inflammable liquids, radioactive substances, chemicals, etc.
All personnel at site of work at all times obey the warning sign and barriers. Barriers
should be rigid and exclusion zone and signs for ear protection will be provided.
9.0 SAFETY TOOLBOX MEETING
WEEKLY MEETINGS AND FOLLOW UPS
TOOLBOX MEETING NO. 1
Banksmen and Machines
Banking of machines is a very important function in safely maneuvering mobile equipment around a
site.
1. Machines cover Cranes, Rigs, Drilling machine, Dumpers, Forklifts, Concrete Lorries and any
other site traffic.
2. The Banksmen and any assistants should be at least 18 years old, trained and competent to
undertake banking duties.
3. Try to avoid traveling over uneven or broken ground and across slopes.
4. Check the route before commencing movement. This should include for slopes, overhead and
underground services, gates, arches and any other fixed or temporary objects.
5. Try and avoid traveling with suspended loads, particularly those close to the capacity of the
machine.
6. When traveling with a suspended load "creep speed" must be used, and the load kept as close
to the ground as possible.
7. Always halt the machine before derricking, hoisting, lowering or slewing.
8. Use only clear recognized signals. Stand where you can be clearly seen and where you can
properly observe the operation.
9. When tipping over the edge of an excavation use a "stop block".
10. Never allow a gap of less than 600mm between the slewing part of a machine and other
objects. If this is not possible the working area must be properly protected or observed at all
times.
THINK CLEARLY BEFORE COMMENCING MOVEMENT
TOOLBOX MEETING NO. 2
Dumpers
Dumpers are widely used on most construction sites, used properly they can greatly increase
efficiency and save effort. Abused, they can be lethal.
1. You should not drive a dumper unless you have been trained and authorized to do so, are
over 18 and have a current driving license.
2. Always check before operating that the machine is in good working order. Check tire
pressure is correct and that break is efficient.
3. Never allow passengers to travel on the dumper.
4. Always drive the machine with due consideration for others.
5. Ensure that all loads are secure and evenly distributed. Do not overload the machine.
6. While the skip is being loaded, engage the handbrake and turn off the engine. Dismount
the vehicle and stand well clear.
7. Make sure the skip safety catch is engaged before moving off and when the machine is left
unattended.
8. Never leave the vehicle with engine running.
9. Do not take the vehicle on public roads unless it is licensed and fully equipped.
10. Do not travel across the steep slopes. On down gradients engage low gear.
11. Always park the vehicle on level ground with the handbrake on.
12. Stack all loads so that forward vision is not impaired.
13. Before tipping make sure that the area is completely clear and use a “stop block” when
tipping over edges of excavations.
14. Steer dumpers with center pivot or with rear wheel steering with caution.
15. Excessive speed or lock harsh braking cause accidents.
16. Special care is required when transporting and tipping concrete with a dumper, particularly
on gradients.
THINK BEFORE ACTING
TOOLBOX MEETING NO. 3
Earth Moving Machines
Machines of various types are employed in spoil clearance during piling operations using continuous
flight auger, rotary bored and tripod piling rigs.
1. You must only operate machines of the type on which you have been trained and authorized to
use.
2. Do not use the machine as a crane without authority, and if suitable, make sure you know the
maximum load and ensure it is not exceeded.
3. Make sure that the machine is serviceable and correctly maintained at all times.
4. Check ground conditions - check for underground services and overhead cables.
5. It is illegal to carry passengers unless a seat is fitted.
6. Keep a look out for other persons and machines working nearby. Use a banksman when
necessary and don't operate if you can't see.
7. When traveling on site use only approved routes and crossing points.
8. Switch off engine when you leave the machines and never leave a suspended load unattended.
9. When tipping take adequate measures to prevent over-running into excavations etc.
10. Never carry out maintenance tasks with engine running.
SAFETY FIRST IS A MUST - IF IN DOUBT ASK
TOOLBOX MEETING NO. 4
Hand Tools
Hand tools in good condition mean faster, more efficient and safer working.
1. Always use the correct tool for the job.
2. Keep hammerheads tightly wedged on their shafts.
3. Replace all damaged handles and shafts
4. Remove mushroomed heads from chisels and punches.
5. Keep the edges of all cutting tolls sharp and in good condition.
6. Always keep your hands behind the cutting edge when working. Protect sharp edges when
not in use.
7. Use the right size spanner to fit the nut.
8. Store all tolls properly in boxes or racks when not in use.
9. Always use screwdrivers correctly and not for work held in hand.
10. All electric hand tools must be in good condition and working on 110V.
11. Before using an electrical tool make sure that all cables, plugs and sockets are sound and
properly wired up.
12. Disconnect power tools and store securely when not in use.
13. Scrap all tools damaged beyond repair.
14. Always wear the correct personnel protective equipment for the job.
DO NOT USE UNSAFE TOOLS
TOOLBOX MEETING NO. 5
Hands and Feet
Statistics show that in the piling industry the majority of accidents involve hand hands and feet.
Hands
1. The first line for defence for fingers and hands is to wear protective gloves.
2. The correct type of gloves will generally protect against:
Abrasive and substance contact.
Puncture wounds from tying wire and broken wires.
Hot and cold burns.
3. If wearing a ring be aware of the dangers of catching it on the edge of objects or moving parts.
4. Always keep fingers and hands well clear when lowering loads and behind the cutting edge of
any tool
5. Take great care when lifting, handling or lowering objects, particularly in restricted spaces.
6. Use purpose made tongs when pins, bolts etc. have to be held to be driven.
7. Always cut away from yourself when using a knife or chisel.
Feet
1. The best defence against toe and foot injuries is to always wear protective footwear on site.
2. Safety boots/hoes protect against:
Abrasive and substance contact.
Toes against crushing.
Soles against protruding and sharp objects.
3. Always ensure that laces are properly fastened and secured.
4. Make sure that you have plenty of room when lowering loads, particularly in restricted
spacers.
5. Check ground conditions for slippery surfaces, unseen holes and protruding objects, which
may cause tripping and falling hazards.
DO NOT BECOME ANOTHER STATISTIC
KEEP HANDS AND FEET CLEAR
TOOLBOX MEETING NO. 6
Housekeeping
Good housekeeping means more than neatness; it includes keeping everything you need for your job
close at hand and in good condition.
1. Do not ignore housekeeping on the basis you don't have the time, it is an important part of the
job.
2. Good housekeeping calls for constant care - something that everyone can and should practice.
3. Take pride in your work area; keep safe and unrestricted access to and from all work areas.
4. Make sure you have a place for everything and that everything has a place.
5. Do not allow rubbish to accumulate. Place it in tidy bins or skips for removal.
6. Replace or repair damaged tools. Do not leave lying around to cause a hazard.
7. Make sure piles and any excavations are backfilled properly and clean up as you go.
8. Keep cabins clean and tidy, this will reduce the risk of fire and keeps vermin away.
9. Take time to analyze your job, tools, materials and safety practices.
10. Work is less tiring and more efficient when you have everything you need at hand and ready
to use.
11. Good housekeeping is too important to leave to someone else, you must do it.
GOOD HOUSEKEEPING MEANS A SAFER JOB SITE
TOOLBOX MEETING NO. 7
Ladders and Steps
These are used frequently on most sites often without a second thought. All ladders used at work
must be suitable for their intended purpose. Ladders generally are one of two types, fixed or
portable, any may be constructed in a variety of materials principally wood or metal.
1. Never use an unsound ladder. They should be checked regularly for any signs of defects.
Follow these 5 point checklists:
i) Wooden ladders: look for splits, cracks or warps.
ii) Metal ladders: check for mechanical damage.
iii) Wedges and tie rods should be tight, metal reinforcement to stiles in place.
iv) Feet should not be damaged; inserts in metal ladders must be in good conditions.
v) All other fittings should be secure and in good order.
2. Use clear varnish to protect wooden ladders, do not use paint.
3. When using portable ladders make sure they are set up on firm level ground.
4. The correct slope for a ladder is 1 in 4 i.e. 300mm out for every 1200mm up.
5. Always stake or bury the foot of the ladder and tie it at the top.
6. Portable ladders must be long enough, they should project at least 1200mm above the landing
platform.
7. Always face the ladder and use both hands for climbing and descending.
8. Do not lean either outwards or sideways from the ladder - move it.
9. Do not carry loads on ladders - use a hoist rope.
10. When using steps make sure they are fully extended before you go up.
11. Fixed ladders must also be checked regularly. If you are working above 2 metres you must use
fall protection; usually on a ladder this would be a harness and line.
REPORT DAMAGE IMMEDIATELY
TOOLBOX MEETING NO. 8
Lifting Equipment
This topic covers all plant certified for lifting and includes cranes, rigs, excavators, fork lifts and
telescopic handlers.
1. Lifting plant should only be operated by a trained and competent person.
2. No machine should be operated other than from the driving position.
3. It is illegal to carry passengers on any plant, or in the cab unless there is a proper seat
provided.
4. A competent banksman must be in attendance during all lifting operations.
5. Always stand well clear of plant unless you have a particular task to do and remember the
operator cannot see immediately to the rear.
6. Operators must be aware of other plant and personnel working in close proximity.
7. Watch out for overhead power lines - do not pass unless within the confines of the 'goalposts'
and with a banksman in attendance.
8. Loads must never be left suspended in the absence of the operator.
9. The engine should be switched off when plant is unattended.
10. Remember, equipment should only be used to perform the task for which it is designed.
11. Under no circumstances should hydraulic excavators be used for lifting unless an 'exemption
certificate' has been issued by a competent person.
12. All lifting plant must have an up-to-date certificate and the correct documentation before
starting work.
PLAY IT SAFE AT ALL TIMES
TOOLBOX MEETING NO. 9
Lifting Tackle
Tackle for lifting is in daily use on most construction sites, it is vital that all equipment used is
appropriate for the job.
This topic applies to all items of lifting tackle whether specifically mentioned here or not.
Chains
1. You must select the right chain for the job and check for deformity, cracked or cut links.
2. Make sure it is marked with the safe working load which must not be exceeded.
3. Never tie a knot in a chain to shorten it.
4. Use only for their intended purpose, do not abuse.
A CHAIN IS ONLY AS STRONG AS ITS WEAKEST LINK
Shackles
1. Use the right type for the job and make sure it is marked with its safe working load which
must not be exceeded.
2. Carefully examine for damage or distortion.
3. Always screw the pin right in and check that it does not come loose in use.
4. Only use proper pins to secure the shackle.
5. Defective shackles should be destroyed to prevent further usage.
NEVER USE HOME-MADE SHACKLES
Slings
1. Select the right sling for the job. Ensure it is marked with the safe working load and suitable
for the load to be lifted.
2. Reject slings if there is any sign of wear or damage.
3. Protect slings with suitable packing from the sharp edges or corners of the load.
NO BULLDOG GRIPS
Hooks
1. Check for distortion, cracks, cuts, dents.
2. If the hook has opened more than 1/5th of its original dimensions it should be destroyed.
3. Ensure safety catches operate freely.
4. Never use anything other than a safety hook or "C" hook.
Eyebolts
1. When using an eye-bolt make sure it is the right type for the lift you propose.
2. Examine for damaged threads, cuts, cracks or dents.
3. Check eye for wear, if 1/10th or more of the original dimensions it should be destroyed.
4. Use a shackle if the hook does not fit into the eyebolt.
NEVER USE HOME-MADE HOOKS OR EYE-BOLTS
TOOLBOX MEETING NO. 10
Manual Handling
Manual handling means moving, adjusting, lifting any object principally by human effort large
number of the accidents that occur in the construction industry happen during manual handling
operations.
1. Never attempt to lift anything that is too heavy, too large or too awkward.
2. Correct manual handling is a skill that has to be learnt to protect you and others from
injury.
3. Plan the route of a difficult lift and make sure that the path is kept clear.
4. When possible, wear gloves and always wear safety boots or shoes.
5. Always seek help if for any reason you cannot easily manage the load by yourself.
6. Take up a position feet apart one-foot slightly advanced in the direction you intend to
move.
7. Take a good grip and do not change it without supporting the load. If others are assisting
make sure all are ready.
8. Bend the knees and keep back muscles relaxed.
9. Keep the load as close as possible to your body, this makes the best use of your arms and
legs.
10. Use your arm and leg muscles as much as possible especially when lifting and lowering.
11. Make sure you can see where you are going.
12. Use mechanical means where possible.
IF IN DOUBT ASK FOR HELP
TOOLBOX MEETING NO. 11
New Employee Induction
It is vital all new employees are given some induction training. This should be tailored to the level
of their previous experience.
1. Discuss and obtain details of the persons relevant past experience. Checks should be
carried out where possible and the information recorded.
2. Explain the nature of the job, the objectives and the employee’s duties and how these
related to others on the site.
3. Describe the company safety policy, organization and procedures.
4. Describe the benefits of good housekeeping.
5. Explain the need for maintaining a good standard of personnel hygiene particularly when
eating and using the toilets.
6. Explain areas of known hazards and the precautions to be taken.
7. Explain the need for protective clothing and equipment, when and where to use it, how to
obtain it.
8. Discuss the common causes of accidents and how they may be prevented.
9. Explain the need to report all accidents and the correct reporting procedure.
10. Explain the need to follow the warning signs, notices and the instructions of supervisors.
11. Discuss the need to report all damage and defects immediately.
12. The following report is typical detailed employee Induction Training to be concluded.
13. In case of noncompliance the followings to be established:
� Investigation to be made to find out the cause of noncompliance.
� Check the extent of noncompliance compared to the existing standards and procedures.
� Identify if any damage, injury or losses occurred.
� Action to be taken to remove the cause of non compliance from the site.
HELP OTHERS OT HELP THEMSELVES
GENERAL SAFETY AND HEALTH RULES
a. Working under the influence of drugs or alcohol of any kind is strictly forbidden and will result in immediate termination.
b. The correct tools and the right equipment (safety hooks, ropes, shackles,
hammers, wrenches e.g.) have to be used in all working areas. c. Horseplay, creating unsafe acts, is strictly prohibited and shall result in immediate
termination. d. Stay concentrated until you finish your work. e. Accidents shall be immediately reported to the concerned authorities (supervisor,
safety staff) earliest to be reached. f. Wear the overalls, safety shoes and safety helmet as a minimum standard. Use
eye protection while welding, cutting and grinding. Use ear protection on noisy job sites (pile driving e.g.).
g. Do not move or stay in the swinging area of rigs, excavators or cranes. Do not stay under lifted loads.
SPECIAL SAFETY RULES
a. At shoring sites, ensure that all platforms are secured properly with handrails and closely
planked to prevent tripping and objects falling down.
b. Ensure the area underneath is clear of unnecessary material.
c. For climbing use safe ladders only. Ensure ladders to be fixed at top and bottom properly.
d. Don’t place equipment and material on or near the edges of excavated pits.
e. Always fence or bund excavations and indicate their existence with appropriate signs.
f. Don’t use crane hooks for directly lifting personnel.
g. Only persons having direct view contact with the operator and the load shall give
instructions to the operator.
h. Movement of heavy equipment has to be guided by the rigger, who has to negotiate
obstacles carefully.
i. Never use or try to repair electrical machines or cables in defect condition without
specialist. Do not let cables trail across the floor. Do not fit, causing blown fuses.
j. When working close to high voltage overhead lines with crane or drilling rig, distance
from electrical cable to boom shall be minimum 4, -m, measured vertical or horizontal.
This operation shall be carefully guided by the foreman in charge.
k. When touching high voltage lines, never walk out of the equipment. Jump with two feet
and move away hopping with two feet joined.
l. When loading or unloading casings on or of trailer, take maximum care not to squeeze
body parts by keeping distance after hooking or unhooking is done.
m. Don’t leave temporary casing on top of permanent casing after cutting, unless having left 5
cm of uncut connection.
n. Do not leave casings standing in vertical position unless driving them into the ground with
no less than ¼ of its total length.
o. When driving in or out a casing, sheet-pile or H-beam with a vibrator, it has to be secured
by a separate sling connected to the lifting hook, until finishing of the driving process or
safely laid down to ground.
p. Never unhook beam or crown when erecting or dismantling a load-test, until safely secured
by the anchor bars.
q. Don’t move under beams or crown after a strand or an anchor failure before securing them
via support from bottom in a manner, that unintended movement be definitely excluded.
r. Check bars, rods and welding seams for cracks or other defaults, before utilizing them.
s. Remove bentonite spilling from working area to avoid sliding surfaces.
PARTICULAR SAFETY RULES
1. Lifting Application
2. Personnel Safety Application and Protective Equipment
3. Banks men and Machines
4. Earth Moving Machines
5. Ladders and Steps
6. Lifting Equipment
7. Pile / well Bore Protection
8. Rotary Bored Piling
1.0 LIFTING APPLICATION
1.1 Any damaged chain, sling, hook, shackle or rope must be sent away for repair or
replacement.
1.2 Ropes at drilling rig and crane are regularly to be checked and if faulty or worn, to be
exchanged.
2.0 PERSONNEL SAFETY APPLICATIONS AND PROTECTIVE TOOLS
2.1 Personal protective equipment is used by an individual to provide protection against a risk. It must be used correctly to be effective and it must be suitable for the purpose for which it is being used. All operatives wear hard hats and steel toe-capped footwear and no loose clothing to be worn during their presence on the working are. Faulty helmets must be replaced immediately.
2.2 Safety footwear must have steel toe-caps, provide ankle support, mid-sole
protection and have non slip soles. 2.3 Appropriate type of gloves will be worn when there is a potential risk to ones hands
(e.g. when handling harmful substances, welding, cutting, grinding). 2.4 Appropriate eye protection will be worn where the operation is potentially risky (e.g.
abrasive wheel, burning gear, etc.). 2.5 Dust masks have to be worn when working with cement or bentonite. 2.6 Safety belts have to be used, when working on heights. Exercise with the safety
belts as to understand its function.
2.7 Appropriate ear protection must be worn when necessary, e.g on driven
pile sites. These are of two types : ear defenders clipped to hard hats or ear plugs.
3.0 BANKS MEN AND MACHINES
Banking of machines by safely maneuvering them around a site is a very important
function.
3.1 Machines are Cranes, Drillings, Rigs, Dumpers, Forklifts, Concrete Trucks, Trailer, Low bed and any other site traffic.
3.2 Try to avoid traveling over uneven or broken ground and across slopes and check
the route before commencing movement. This should include for slopes, overhead and underground services, gates, arches and any other fixed or temporary objects.
3.3 When working near heavy equipment, assure to have direct view contact to the
operator or being seen by the rigger or banks man, who shall be carefully watched by the operator.
4.0 EARTH MOVING MACHINES
Machines of various types are employed in spoil clearance during piling or shoring
operations, like shovel loaders, excavators.
4.1 Do not use the machine as a crane without authority, and if suitable, make sure you know the maximum load and ensure it is not exceeded.
4.2 Check ground conditions, check for underground services and overhead cables.
4.3 Never use shovels of loaders for personnel transport.
5.0 LADDERS AND STEPS
These are used frequently on most sites often without a second thought. All ladders used at
work must be suitable for their intended purpose. Ladders generally are one of two types,
fixed or portable, and may be constructed in a variety of materials principally wood or metal.
12. Always stake or bury the foot of the ladder and tie it at the top. 13. Portable ladders must be long enough; they should project at least 1200 mm above
the landing platform.
14. Always face the ladder and use both hands for climbing and descending. 15. Do not lean either outwards or sideways from the ladder; if necessary, replace. 16. Do not carry loads on ladders - use a hoist rope.
6.0 LIFTING EQUIPMENT
This topic covers all plant certified for lifting and includes cranes, rigs, excavators, fork lifts
and telescopic handlers.
6.1 A trained and competent person should only operate lifting plant. 6.2 It is illegal to carry passengers on any plant, or in the cab unless there is a proper
seat provided. 6.3 A competent banks man must be in attendance during all lifting operations.
6.4 Operators and banks men must be aware of other plant and personnel working in
close proximity. 6.5 Watch out for overhead power lines; do not pass unless within the confines of the
‘goalposts’ and with banks man in attendance. 6.6 Under no circumstances should hydraulic excavators be used for lifting unless an
“exemption” has been issued by at least the site engineer.
7.0 DEEP WELL BORE PROTECTION
All excavations should be protected to prevent people accidentally falling in. This includes
empty, partially filled or piles, with deep cut off level.
7.1 Temporary casing should be inserted into any open borehole for support as soon as possible.
7.2 Where possible try and keep all the casing 50cm to 1 m about ground level. 7.3 Entry into a cased borehole less than 750mm in diameter is prohibited. 7.4 Entry into any uncased borehole is prohibited. 7.5 When it is necessary to enter a borehole special precautions must be in force
(safety belt, guidance by site engineer only). 7.6 Protect open boreholes by the use of barriers and warning signs, or leave the
auger in the mouth of the bore. 7.7 After pulling the casing the well bore must be backfilled or protected.
7.8 Do not leave exposed re-bar, starter bars but spray them with bright colored paint, or tie flutter tape (red-white) to bars.
8.0 REINFORCEMENT AND PILE CAGES
There are many dangers associated with the use, fabrication, placement and presence of steel
reinforcement as used in the piling industry and most of the dewatering works are associated
with piling.
8.1 One bundle of reinforcement as arrived on site, weighs 2 ton. So use appropriate lifting gear and crane (no rope sling).
8.2 When offloading and stacking steel reinforcement make sure it is in a stable condition and you are wearing hand and foot protection. Store on timber and place timber in between for second layer of bundles to be stored.
8.3 Store bundles with different diameter at different locations. 8.4 Use tag ropes where necessary. 8.5 Do not sling cages with rope sling from the ties; only lift at designated lifting points. 8.6 For large and heavy cages use only purpose built lifting table (one crane) and with
second crane lift cage away with lifting beam when table in upright position. 8.7 Ropes for lifting, connected to lifting beam shall have all equal lengths and of same
capacity. 8.8 For long cages use two cranes, one lifting at top of cage, one lifting at middle
portion of cage applying a rolling sheave and wire rope.
8.9 When handling cages, lifting or transporting use at one location only one type of shakle, safety hook and wire rope clamp (same dimension & capacity). Compare with total load to be lifted with capacity of shakle, clamp. Keep them tidy, clean and in workable condition.
8.10 When operating one lift with two cranes, the most senior on site shall direct the two
crane operators.
9.0 ROTARY BORED PILING
This topic covers all bored piles using Kelly-Bar type rigs.
8.1 Always ensure rig is working on a firm and stable leveled working platform. 8.2 Do not climb up the auger when plumbing the Kelly Bar. 8.3 Insert a temporary casing as soon as possible. 8.4 Always use safety pins in the turn table when inserting the casing. 8.5 Do not stay in swing area of drilling rig. 8.6 Do not stay in travel way when rig is travelling.
8.7 When travelling on slope, up or down, < 45°, then keep boom lowered in direction of upward slope.
8.8 Same as 10.7 for loading and off loading on low bed.
10.0 NIGHT SHIFT
Working on sites after sunset is causing an increased hazardous situation.
10.1 Have sufficient site lighting on site. Use projectors from different angles /sides as to avoid
dark cast shadows. Have spare bulbs on site.
10.2 Test the site lighting system 2 hours prior to sunset. If not functioning, repair.
10.3 Do not run the cables across working area but keep outside at designated strip.
10.4 Test the lighting system from crane and drilling rig and keep at all times in working
condition.
TOOLBOX MEETING NO. 12
Personal Protective Equipment
Personal protective equipment is used by an individual to provide protection against a risk. It must
be used correctly to be effective and it must be suitable for the purpose for which it is being used.
1. All personal protective equipment must be stored and transported correctly so that it maintains
its effectiveness.
2. Overalls should be laundered regularly. Dirty clothing should not be worn next to the skin;
long term exposure to some oils can cause skin cancer.
3. Safety helmets should be worn at all times on site. Damaged or faulty helmets must be
replaced immediately.
4. There are several different types of gloves; make sure you are using the right ones for the job.
5. Safety footwear should be worn at all times; it should provide ankle support, midsole
protection and have non-slip soles.
6. Appropriate ear protection must be worn when necessary. There are generally two types
available: ear defenders and ear plugs.
7. Eye protection appropriate to the job must be worn as required.
8. Wet weather clothing will only maintain its effectiveness if it’s treated and kept properly.
9. Some work at height legally requires the use of harness and line. This equipment requires
special care before and after use, it is essential you know how and when to use it.
10. Barrier creams can provide protection to areas of exposed skin.
11. Always wear the right clothing for the job.
12. Never misuse or interfere with any equipment issued for your personal safety.
ITS YOUR SKIN, PROTECT IT
TOOLBOX MEETING NO. 13
Deep Well Bore Protection
All excavations should be protected to prevent people accidentally falling in. This includes empty,
partially filled or unset piles.
1. Temporary casing should be inserted into any open borehole for support as soon as possible.
2. Where possible try and keep all the casing 50 cm to 1m about ground level.
3. Never allow a build-up of spoil around the temporary casing.
4. Keep spoil as far back from the borehole as possible.
5. Entry into a borehole less than 750m in diameter is prohibited.
6. When it is necessary to enter a borehole special precautions must be in force.
7. The well bore must be protected to prevent anybody falling down in it, by keeping the
temporary casing above the working level by min. 50 cm.
8. Protect open boreholes by the use of barriers and warning signs, purpose made covers or leave
the auger in the mouth of the bore.
9. Never protect a bore by placing a piece of ply board over it.
10. After pulling the casing the bore hole must be backfilled or protected.
11. Do not leave exposed re-bar, spray with bright colored paint, or use some other form of
warning or protection.
NEVER LEAVE OPEN BOREHOLES UNPROTECTED
TOOLBOX MEETING NO. 14
Property Protection
In addition to protecting the works, care must be taken to ensure that property adjacent to, or joined
to the site is not put at risk.
1. Special care must be taken when large pieces of plant are maneuvered in close proximity to
buildings, vehicles and other items of plant etc.
2. When pumping substances ensure that all pipe joints are good and that the material cannot
spray out over the adjacent property.
3. Materials mixing areas should be situated well away from residential and built up areas to
avoid splashing and dust pollution.
4. Care and consideration should be given to near by structures when using all plants,
particularly noisy or vibrating machinery.
5. During dry weather water dowsers should be available to dampen down dust. Site traffic
should drive slowly to avoid creating dust.
6. Care and protection where appropriate should be taken when spinning off or extracting
augers to avoid splashing to adjoining property.
7. Plant and Lorries leaving a site where conditions are wet should clean the mud from their
wheels prior to driving on main roads.
8. Check for obstacles such as manholes, culverts, backfills and overhead lines/cables on
access routes to and from site.
9. Care should be taken when swinging equipment or slewing machines are used.
10. When maneuvering in restricted spaces, care must be exercised to avoid hitting walls and
doorways.
11. Avoid machinery such as crane jibs and suspended loads overhanging site boundaries.
12. Should it be necessary to work from a scaffold ensure toe boards and guard rails are used.
13. When using welding or cutting equipment ensure screens are in place and that sparks and
cuttings are not allowed to spray outwards.
14. Heavy vehicles and plant should not be driven over delicate surfaces such as light tarmac,
paving stones or kerbs without suitable protection being provided.
HAVE CONSIDERATION FOR OTHERS
AND
THEIR PROPERTY
TOOLBOX MEETING NO. 15
Reinforcement and Pile Cages
There are many dangers associated with the use, fabrication, placement and presence of steel
reinforcement as used in the piling industry.
1. When offloading and stacking steel reinforcement make sure it is in a stable condition.
2. Always ensure that it is stacked on supports to allow re-slinging. Allow enough room around
your working area.
3. Trestles should be strong enough and be stable at all times.
4. Before handling bars or cages ensure you are wearing hand and foot protection.
5. When manually lifting bars, adopt the proper lifting positions and procedures. Do not attempt
to lift heavy bars on your own.
6. After tying, bend any protruding wire back into the cage.
7. When using cutting or burning gear ensure the correct goggles are worn.
8. Don't leave tying wire around the site as a trip hazard.
9. When lifting cages use only proper certificated lifting equipment.
10. Use tag ropes where necessary.
11. Do not sling cages from the ties only lift at designated lifting points.
12. For large cages use only purpose built lifting beam.
13. Keep fingers and feet well clear when lowering cages.
14. Minor cuts, grazes and puncture wounds are common injuries when handling reinforcement
cages and tying wire, protect yourself and report all injuries.
BE ALERT TO DANGER
TOOLBOX MEETING NO. 16
Restricted Working Spaces/Areas
It is common in the piling industry to have to work in restricted areas. Even on large sites the spaces
available may be limited. Extra care is required in such circumstances.
1. Ensure there is always a proper safe access and exit.
2. Work to a plan so everyone knows what is happening and what comes next.
3. if in unoccupied premises check all services are disconnected.
4. Check ventilation is sufficient, particularly when using machinery-producing fumes.
5. Adequate lifting must be provided both for the working area and its surrounds.
6. Look up as well as around you frequently.
7. Keep site clean and tidy at all times paying particular attention to spoil removal.
8. After using tools replace them and all other equipment in their proper places.
9. If working above ground remember there is no “safe height”.
10. Keep people not involved away from immediate area to maximize space.
TIDINESS IS ONE OF THE
FOUNDATION STONE OF SAFETY
TOOLBOX MEETING NO. 17
Rotary Bored Piling
This topic covers all bored piling using kelly bar type rigs.
1. Always ensure rig is working on a firm and level platform.
2. Do not climb up the auger when plumbing the Kelly Bar.
3. Always stand well clear of the auger when drilling and discharging spoil.
4. Keep spoil as far away as possible from the borehole.
5. Maintain good access to and from the borehole at all times.
6. Insert a temporary casing as soon as possible.
7. Always use safety pins in the twister bar when inserting the casing.
8. Keep people away from open boreholes, always protect if left unattended.
9. Always ensure cages are slung correctly when being inserted in the borehole.
10. Keep fingers and feet well clear when inserting cages.
11. Boreholes less than 750mm in diameter must never be entered.
12. When it is necessary to enter a borehole special precautions must be in force.
13. Ropes and slings are subject to heavy wear, inspect frequently and replace as necessary.
Inspection to be done by the operator and machine incharge during the shift, they should
check daily.
PROTECT OPEN BORES
TOOLBOX MEETING NO. 18
Services
Different types of underground or above ground services present different levels of risk but all
should be treated with caution.
Electricity
Overhead Power Lines
1. Treat all overhead lines as ‘live’.
2. Take advice of Electricity Board on clearance.
3. Barriers of ‘goalposts’ are for your safety; do not circumvent them.
4. Avoid electric shock by using automatic switchboards.
Underground Cables
1. Use cable-locating device.
2. Hand dig trial pits for exact location.
3. Mark all known cables.
Gas Mains
1. Remember gas has a flammable and explosive content.
2. Treat with extreme caution – at slightest hint of gas escape, leave area and no smoking –
call gas board emergency services.
3. Mark all known pipes.
4. Protect pipes when moving heavy plant over them.
Water Mains
1. Water mains do not carry the same danger as electricity and gas but cause great
inconvenience if fractured.
2. Trace line of main by trial pits.
3. If damaged call water board.
4. Mark all known pipes.
5. Protect pipes when moving heavy plant over them.
Sewers
1. Trace sewers through line of manhole covers.
2. There is danger to health if a foul sewer is fractured – leave excavation and report to sewer
authority.
REPORT ALL DAMAGE IMMEDIATELY
TOOLBOX MEETING NO. 19
Site Electricity
Never tamper with any electrical cables or electrical appliances. Electrical repairs are an
electrician’s job – leave all works to those trained to do it.
1. Water and electricity do not mix – keep cables and equipment dry.
2. Ensure cables are long enough and protected from damage. If you have to run a cable
make sure it is in a location where it will not be easily damaged.
3. If you must join electric cables, this must be done with a proper connection, never use
insulating tape alone.
4. Electric power tools on site – with suitable voltage.
5. Never overload equipment – do not use lighting circuits to run portable tools.
6. Never leave electrical cables trailing unnecessarily around the site.
7. Know where the “Off” switch is situated and how to use it.
8. Make sure that the electrical equipment that requires is properly earthed.
9. Disconnect appliances when not in use, withdraw plug, and do not pull on cable.
10. In the event of collapse from electrical shock, isolate victim from power source and
immediately commence artificial resuscitation.
TOOLBOX MEETING NO. 20
Slinging
Slinging is carried out regularly during piling operations, you must never become complacent.
1. All slingers should be at least 18 years old and be trained and authorised.
2. Check lifting gear daily and examine all wire ropes at frequent intervals for kinks, frays and
projecting needles.
3. No lifting gear should be used unless its safe working load is marked clearly on it.
4. The combined weight of the load and lifting gear must not exceed the safe working load of the
crane.
5. Use only slings and lifting gear which is supplied by your employer.
6. Always use the correct sling or chain for the job.
7. Loads should be lifted and landed in a manner that avoids damage to the lifting equipment.
8. Never tie knots in chains or shorten them by using nuts and bolts.
9. Make sure that the correct pin is used in shackles.
10. Ensure that all hooks used are either of the "C" type or fitted with an effective and working
safety catch.
11. Protect lifting gear by using packing where necessary.
12. Always place the lifting hook centrally over the load.
13. Always remove your hands from chains and slings before the weight is taken up.
14. When giving signals stand where you can clearly see the load and clearly be seen by the crane
operator.
15. Use only recommended signals; make sure they are clear and precise.
16. Lift the load only a few inches from the ground to check the slinging before hoisting.
17. Keep all persons not involved in the lifting operation away from the immediate vicinity.
18. Do not allow people to ride on loads.
19. When not in use, store your lifting gear tidily off the ground.
TOOLBOX MEETING NO. 21
Third Party Protection
It is extremely important that all third parties are protected against possible accidents and injuries on
sites. Curiosity attracts the public to construction sites, particularly children. It must be
remembered that we have to protect not only the young and fit, but also the old, the infirm and blind.
1. Where possible a perimeter fence or hoarding should be erected around the construction
site.
2. Sometimes it may be appropriate to employ the services of a security organization or
watchman.
3. Notice should be displayed warning the public of the dangers on construction sites.
4. If no fence or hoarding is erected, a compound for the storage of materials, tools and plant
items should provided.
5. Excavations should be backfilled, securely covered or protected before being left
unattended.
6. All mechanical plant should be immobilized and where possible securely locked.
7. Buckets and blades on plant should be grounded.
8. Ladders should be removed to a secure compound or rendered unclimbable.
9. Electricity supplies to all equipment, which is not required to be energized when the site is
unoccupied, should be locked off.
10. Care must be taken with stacked materials to ensure that they are stable and not too high.
11. Care must be taken not to obstruct footpaths and other public access routes.
WE ALL HAVE A DUTY TO CARE FOR OTHERS
TOOLBOX MEETING NO. 22
Welding
There are two principle types of welding, gas and electric arc, both require considerable care in their
use.
1. Welding is a skilled job it should only be carried out by those who have received the
necessary training.
2. Electric arc welding can cause eye damage; protect your eyes and those of others.
3. Always use and wear appropriate equipment and clothing.
4. Check the welding machine is earthed and that cables and electrode are in good condition.
5. Gas cylinders should always be held upright and secure.
6. Keep the welding area free from flammable materials.
7. Take care to ensure hoses are not punctured and clear them away when not in use.
8. Never weld inside enclosed vessels or to vessels that have contained flammable liquids.
9. Use flashback arresters on all gas cylinders.
10. Keep oil based products away from oxygen bottles and fittings; this is an explosive
combination.
11. Keep a fire extinguisher available and seek proper first aid attention for any burns.
12. Permit to work-Hot work permit to be obtained. PROTECT YOUR EYS
TOOLBOX MEETING NO. 23
Working Platform
A working platform is a position from which someone is required to work above normal or
artificially crated ground level.
1. The most essential requirement for any working platform is that it must be safe for the
people working on it and everyone around it.
2. You must be able to get to and from it safely at all times.
3. It must be strong enough to take all weight that may be put on it.
4. It has to be big enough to work from allowing for all the tolls and equipment necessary to
do the job.
5. There are special regulations for scaffolds of all types. Never alter a scaffold unless you
are trained to do so.
6. Good housekeeping and site tidiness are essential to avoid tripping hazards.
7. Where it is possible to fall 2 meter or more, toe boards and handrails must be fitted
together with an intermediate rail.
8. Any access gate or door should open inwards and be secured.
9. If the platform cannot be fully enclosed harnesses and lines must be used.
10. Mobile platforms are covered by the same rules plus some of their own. Where they are
controlled from platform, there must be emergency controls at ground level.
11. When working on the platform you should have an emergency – signaling device such as a
whistle.
LOOKOUT FOR YOURSELF AND OTHERS
TOOLBOX MEETING NO. 24
Works Near Motorways and Public Highways
It is often necessary to carry out piling work close to roads still carrying normal traffic.
1. Always wear high visibility vests when working on or near motorways and public
highways.
2. Obey all warning signs displayed.
3. Ensure that the work area is coned off allowing sufficient working place.
4. Hoarding should be erected along the piling area to prevent splashing.
5. Where possible try and have rigs and cranes facing away from or running parallel to
motorways and highways.
6. Ensure all plant and equipment carry flashing warming beacons, if equipment is working
near airport where landing and takeoff is often taking place.
7. Never cross over motorway carriageway on foot or on a machine unless special provision
has been made.
8. During night works position floodlights so that they do not interfere with the passing
traffic.
9. Ensure that all cages are slung in a correct manner and controlled with a tag rope where
necessary.
10. Ensure that all movement of plant and equipment is controlled by a banksman.
TAKE EXTRA CARE
APPENDIX - 1
11. SAFETY FOR PILE LOAD TESTING
11. SAFETY FOR PILE LOAD TESTING
Pile load testing involves the use of high forces and should be considered as potentially an
extremely hazardous activity. Testing should not be conducted by untrained personnel in any
circumstances.
Hard-hats, protective clothing and boots with steel toe-caps must be worn by all persons
involved in erecting a test frame and setting up test equipment.
Hydraulic hoses and any mains leads (where used) must not be routed where vehicles can run
over them, except where protected by ducting buried in the ground. Hydraulic equipment
used pressures up to 10,000 psi and should be treated with extreme care. Equipment is
regularly checked and tested, but if any signs of damage are noticed on site the item should
not be used until assessed by a competent person.
The reaction frame should be erected to high standard, having especial regard to centrality of
beam axis over test pile. All components should be positioned using a spirit level and heights
should be adjusted to give an air gap for jack which is not excessive.
Threaded tendon bars must never be subjected to heat such as welding or burning and should
never be straightened when bent. Great care should be taken that adequate threads are
engaged when using tendon couplers. Nuts should always be used with substantial washers
and must sit squarely, having been pulled down hard using a spanner.
Pile cap must be normal to pile axis and concentric with shaft. It should be flat and smooth
and constructed of material of a suitable strength.
Testing location should be located at least 10 meters away from the test frame. When extreme
loads are to be applied, station should be positioned 15 – 20 meters away. Protection for
testing personnel should be incorporated in the station.
Hydraulic loading equipment must only be used within its rated capacity. Only experienced
operators should be allowed to control of high-pressure hydraulic equipment. Hydraulic rams
must only be extended up to their rated stroke. For this case stroke is 150 mm.
Personnel must be kept well away from a loaded test pile, with access limited to authorized
persons for a specific purpose only when it is judged safe to do so.
APPENDIX - 2
12. ACCIDENT REPORT FORMS
APPENDIX - 3
SAFETY CHECKLISTS
APPENDIX - 4
CV-SAFETY CERTIFICATE