w & p dewatering and piling co. llc.wphyper.com/wandp_pq_doc.pdf1.0 company activities 1.1...

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

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




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



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


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


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


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


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


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


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


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


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


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


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


PROPOSED PRIVETE VILLA ON PLOT NO.RR6-05 NAJMAT AT ALREEM ISLAND ABUDHABI (SHORING H-BEAM WORK) AL BURJ. PLUS PALACE CONTRACTING CO.


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.


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


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.



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)



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


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)


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


PROJECT NAME CANAL WALLS DIAPHRAGM WALLS –(17 KM OF DIAPHRAGM WALL OF 800MM THICKNESS.

CONSULTANT M/S. TEO A. KHING CONSULTANTS


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


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


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


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


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


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


PROJECT NAME SHORING WORKS FOR SUB STATIONS & ASSOCIATED WORKS AT MARSA, DUBAI

CONSULTANT M/s. ARCHITECTURAL DESIGN UNIT


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



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






MAIN CONTRACTOR M/S. AL ZAMALEK GENERAL CONTRACTING , AJMAN



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.



16 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D010,CULTURE VILLAGE,DUBAI



17 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D012, CULTURE VILLAGE, DUBAI



18 PROJECT NAME 5B+G+M+2P+20+PH+GYM BUILDING ON PLOT NO.P1.D013,CULTURE VILLAGE,DUBAI



19 PROJECT NAME 4B+G+12 BUILDING ON PLOT NO.P1.E013, CULTURE VILLAGE, DUBAI



20 PROJECT NAME THE OPUS TOWER ON PLOT NOS. BB.A03.013, AT BUSINESS BAY, DUBAI

CONSULTANT M/S.WHITBY & BIRD ENGINEERS


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)



23 PROJECT NAME LA HOYA BAY RESI AT AL MARJAN ISLAND (BLOCK-B,)



24 PROJECT NAME LA HOYA BAY RESI AT AL MARJAN ISLAND (BLOCK-C,)



25 PROJECT NAME 2B+G+12 BUILDING ON PLOT NO.P1.A005, CULTURE VILLAGE, DUBAI.



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)



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


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


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



34 PROJECT NAME EXECUTIVE BAY PLOT NO.BB.A05-039 & 040 AT BUSINESS BAY, DUBAI



35 PROJECT NAME TIME TOWER ON PLOT NO.7&8 AT AL REEM ISLAND, ABUDHBAI.

CONSULTANT M/S. HEBERGER ENGINEERING CONSULTING


36 PROJECT NAME 132/22Kv SUBSTATION AT PALM DEIRA, DUBAI.

CONSULTANT M/S. MOTT. MAC DONALD.


37 PROJECT NAME 132/22Kv S/S PMDR,DN-02 & DN-03 SUBSTATION AT PALM DEIRA,DUBAI



38 PROJECT NAME 132/11Kv SUBSTATIONS WORKS AT KHALEEJ TEJARI, DUBAI,



39 PROJECT NAME 132/11Kv SUBSTATIONS & ASSOCIATED WORKS AT UMMSUQEEM HOSPITAL , DUBAI,



40 PROJECT NAME CELESTIAL HEIGTS MIXED USED PROJECT DEVELOPMENT AT DOWN TOWN JEBEL ALI.

CONSULTANT M/S. DEWAN AL FMARA


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


44 PROJECT NAME 132/22 Kv SUBSTATION DUBAI WATER FRONT- J3



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



47 PROJECT NAME 132/11Kv SUBSTATION ZONE 3, DOWN TOWN, JEBEL ALI

CONSULTANT M/S. P B CONSULTANT


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


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.




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


60 PROJECT NAME ABUDHABI INVESTMENT COUNCIL NEW HEADQUARTERS ON PLOT NO.C-70, SECTOR EAST 25, ABU DHABI.

CONSULTANT M/S. ARUP


61 PROJECT NAME PROPOSED GOLF CLUB HOUSE AT YAS ISLAND, ABU DHABI.

CONSULTANT M/S. CEBARCO


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


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


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


116 PROJECT NAME SUMMER CLUSTER 2B +G+4+R ON PLOT NO JVC 15 B, MRA 500 AT JUMEIRAH

CONSULTANT DIMENSIONS


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


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


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


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


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


VILLA FOR ABDULLA AL HAMILY ON PLOT NO.18, SECTOR SW 14, ABUDHABI HANNOVER CONSULTANCY

FIVE STAR GEN.CONTRACTING MAIN CONTRACTOR


VILLA AT BANIYAS ISLAND ABUDHABI MIMAR CONSULTANTING ENGINEERS

ABUDHABI TOWER CONTRACTING MAIN CONTRACTOR


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


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


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


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


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


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


PROJECT NAME Equipment Supply for Unicoil Cold Mill Complex, Jubail

CLIENT M/s. UNICOIL


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








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


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.


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.


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


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


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



PROJECT NAME The Gate Way Tower on Plot No. 37, Al Reem Island, Abu Dhabi

CONSULTANT M/s. Hyder Consulting


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


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


PROJECT NAME 4B+G+44 Building on Plot No. B001-014, Tecom, Dubai

CONSULTANT M/s. Gulf Engineering Consultant


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


PROJECT NAME 2B+G+4P+14 Building on Plot No. C-008-001 at Tecom, Dubai


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


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



PROJECT NAME Dubai International Financial Center Gate Building, Dubai

CONSULTANT M/s. Turner


PROJECT NAME 13 Towers on Plot No. B01-001 TOB01-11, Business Bay, Dubai

CONSULTANT M/s. Noor Consultant


PROJECT NAME 13 Towers on Plot No. B01-001 TOB01-11, Business Bay, Dubai



PROJECT NAME Proposed Canal Point Development on Plot No. 500-001, Dubai

CONSULTANT M/s. Burt, Hill Consultant


PROJECT NAME G+55 Tower & G+8 Car Park Building on Plot No. 336-208, Trade centre, Dubai



PROJECT NAME Financial Centre Truck Tunnel package IP04/05

CONSULTANT M/s. Maunsell


PROJECT NAME G+55 Tower & G+8 Car Park Building on Plot No. 336-208, Trade centre, Dubai



PROJECT NAME Financial Centre Truck Tunnel package IP04/05

CONSULTANT M/s. Maunsell








PROJECT NAME Proposed Building on plot No. 839, Al Majaz, Sharjah

CONSULTANT M/s. Horizon International Consulting Eng.


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


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


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


PROJECT NAME 3B+G+37 Building on Plot No. Y-3, Jumeriah Lake Towers, Dubai

CONSULTANT M/s. Al Ajmi Consulting


PROJECT NAME Proposed Site in Business Bay on Plot No.BB.A.05, Dubai

CONSULTANT M/s. RMJM Consulting


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


MAIN CONTRACTOR M/s. Chiraj Contracting

PROJECT NAME MAG 218 Tower on Plot at Al Marsa, Dubai

CONSULTANT M/s. National Engg.Bureaue


PROJECT NAME MAG 218 Tower on Plot at Al Marsa, Dubai

CONSULTANT M/s. National Engg.Bureaue


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


MAIN CONTRACTOR M/s. Ali Moosa & Sons

PROJECT NAME B+G+1 Shopping Mall on Plot# 364-275


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


PROJECT NAME

B+G+M+3 Commercial Residential Building Showroom & Appartments

on Plot#318-304 at Al Karama , Dubai


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


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


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


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



CONSULTANT M/s. DAR



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


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)


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


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.


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.



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


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


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.


PROJECT NAME Residential and office tower on plot no X -3 JLT, Dubai



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












PROJECT NAME 2B +G +M +12 Comm / Res Bldg on plot no. 316 – 280 Dubai.


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.


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


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


PROJECT NAME 2B + G +M +12 Comm / Res Bldg at Al Raffa, Plot no. 316 – 280, DXB.


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


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


PROJECT NAME Urology & Diagnostic center on Plot No. B/P -42, Dubai Health Care City, Dubai.

CONSULTANT M/s. Emirates Hospital Supplies Co.


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.



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


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.



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.


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.


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


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


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.



PROJECT NAME Executive office tower on plot no. BB.A.01.004, at Business Bay,Dubai.

CONSULTANT M/s. Dewan Arch Engineers


PROJECT NAME 2B + G + 5 Office Bldg on Plot No P-115 (A-004-031) at Tecom, Dubai

CONSULTANT M/s. Access engineering Consultancy


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.



PROJECT NAME 5B + G 39 + 1 Mech Bldg on plot no. K3 at Jumeriah Lake Towers,DXB



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.



PROJECT NAME Liberty house plot no 335 – 142 & 340, Trade Center -1, Dubai.



PROJECT NAME Tiffany Towers on Plot no. W2, At Jumeriah Lakes, Dubai.

CONSULTANT M/s. W.S.Atkins & Partners.


PROJECT NAME Al Durrah Towers on plot No. 335 -142 & 340, Trade Center -1, Dubai.

CONSULTANT M/s. W.S.Atkins & Partners.


PROJECT NAME 2B + G + 5 Office and Residential Bldg on plot no. 319 – 310 at Oud Metha, Dubai.


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


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.


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


MAIN CONTRACTOR M/s. Binladin Group

PROJECT NAME National Transport And Contracting

CONSULTANT M/s. Architectural engg


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.


PROJECT NAME Commercial & Residential Bldg on plot No. 373 – 1310, Al Barsha, First, Dubai.

CONSULTANT M/s. Archdome


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


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.


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


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


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


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.


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


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.


PROJECT NAME 4B + G + 33 Typ + HC + 1 Service Bldg on Plot at JLT, Dubai

CONSULTANT M/s. Engr. Adnan Saffarini


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


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.


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


MAIN CONTRACTOR M/s. Al Habtoor STFA Soil Group

PROJECT NAME Yatch Bay Amiak On plot # 392 -510 At Al Marsa, Dubai



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



PROJECT NAME Juma Al Majid Residential Complexes, Sharjah


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


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


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


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.


PROJECT NAME 2B+G+22, Plot# C-008-005, Tecom, Dubai



PROJECT NAME Novotel Hotel , Plot#373-1370, Al Barsha, Dubai



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



PROJECT NAME Corp Executive Hotel/Offices Bldg on plot#BB.A01.036, Business Bay, Dubai

CONSULTANT M/s. Chawia Architectural & Consulting


PROJECT NAME Mixed use Tower on plot#134-834. al Memzar, Dubai

CONSULTANT M/s. Arkiplan


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.


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.


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.


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.


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


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


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


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


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


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


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


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


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


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


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.


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


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


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


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


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


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


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


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.


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.


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


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


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


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

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