santy company profile 2015

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CONTENTS SECTION 1 ABOUT US (Pages 2-11) SECTION 1

SANTY EXCAVATION & CONSTRUCTION COMPANY (SPC) COMPANY PROFILE

2015

TEL: (+973) 17401013, FAX: (+973) 17401014 P.O. Box 38893, KINGDOM OF BAHRAIN

E-mail: [email protected]

1

CONTENTS

SECTION 1

CERTIFICATES (p. 2-6)

ISO 9001: 2008 (p. 3-4)

OHSAS 18001: 2007 (p. 5-6)

SECTION 2

ABOUT US (p. 7-25)

SECTION 3

COMPANY REGISTRATION (p. 26-27)

SECTION 4

EQUIPMENT (p. 28-49)

SECTION 5

YEARLY REVENUE (p. 50-51)

SECTION 6

ORGANIZATIONAL STRUCTURE (p. 52-63)

ORGANIZATIONAL STRUCTURE (p. 53-54)

APPENDIX-A, INTRODUCTION TO MATRIX ORGANIZATION (p. 55-57) APPENDIX-B, FOUR BASIC ELEMENTS FOR A SUCCESSFUL MATRIX MANAGEMENT (p. 58) APPENDIX-C, MATRIX MANAGEMENT QUALITY OBJECTIVES (p. 59-60) APPENDIX-D, QUALITY MANAGEMENT AND THE MATRIX MANAGEMENT APPROACH (p. 61-62) APPENDIX-E, PRACTICAL GUIDELINES FOR PLANNING, REVIEWING, AND/OR IMPLEMENTING

FUNCTIONS/TASKS/ACTIVITIES/ACTIONS (p. 63)

SECTION 7

INFORMATION ABOUT PROJECTS 2009-2015 (p. 64-69)

SECTION 8

SPECIAL PROJECT: TATWEER PETROLEUM - OIL WELLS DRILLING PROGRAM (p. 70-73)

SECTION 9

LIST OF ISO DOCUMENTS, INTEGRATED AUDIT MANAGEMENT CERTIFICATE ETC. (p. 74-75)

***********

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SECTION 2. ABOUT US

2.1 CRITICAL DECISION AND Our Company was established in 2008. While mostly concentrating on Earth Woks in the years 2008, 2009 and 2010, a critical decision was made in December 2010 to (a) expand the Company, (b) work in a more organized manner and (c) besides earthworks target to undertake a diverse range of projects.

And the forward drive started early in the year 2011. Mid 2013 we started undergoing a screening and training program in order to be able to improve the Organizational and Functional Structure of our Company and achieve an Integrated Quality, Health & Safety Management System. The program was mandatory for receiving ISO 9001: 2008 (Quality) and OHSAS 18001: 2007 (Safety) Certifications.

And in 2014 we managed to get Certifications for ISO 9001: 2008 (Quality) and OHSAS 18001: 2007 (Safety). Meanwhile, we managed to become a registered company in the Ministry of Works and approved company in the Ministry of Interior, the royal Court, the Government Organization of Youth and Sports and the Supreme Council of Women. 2.2 WHAT WE CAN DO NOW Today (early 2015), what we can do may be summarized as follows: (1) Earthworks, any Type of Excavation and Fill

(2) General Service Contracting (Civil Works) in Oilfield Development Works

(3) Land Reclamation, Piping (Offshore) and Rock Armor (Slope Protection) Works

(4) Island Construction and Marine Works

(5) Sheet Piling and Dewatering Works

(6) Roadwork, Roadwork Interlock Paving

(7) Pipeline Trench Works

(8) Turn-key Housing

(9) Chain Link Fencing

(10) Preparation of Fill Material at ASKAR - BRAMCO

(11) Supply of Earthworks Materials and Hiring of Construction Equipment

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(1A) EARTHWORKS - SITE PREPARATION FOR OIL WELLS DRILLING PROGRAM –

BSTS - TATWEER PETROLEUM

(1B) EARTHWORKS - SITE PREPARATION & GENERAL CIVIL WORKS – MCSC - OCCIDENTAL BAHRAIN DEEP GAS PROJECT

10

(2A) GENERAL SERVICE CONTRACTING (CIVIL WORKS) IN OILFIELD DEVELOPMENT WORKS –

FLARE FOUNDATION – BSTS - TATWEER PETROLEUM

(2B) GENERAL SERVICE CONTRACTING (CIVIL WORKS) IN OILFIELD DEVELOPMENT WORKS - SUMP PIT RATIONALIZATION – BSTS - TATWEER PETROLEUM

11

(2C) GENERAL SERVICE CONTRACTING (CIVIL WORKS) IN OILFIELD DEVELOPMENT WORKS -

SUMP PIT RATIONALIZATION – BSTS - TATWEER PETROLEUM

(2D) GENERAL SERVICE CONTRACTING (CIVIL WORKS) IN GAS FIELD DEVELOPMENT WORKS – MCSC - OCCIDENTAL BAHRAIN DEEP GAS PROJECT

12

(3A) LAND RECLAMATION, PIPING (OFFSHORE) AND ROCK ARMOR (SLOPE PROTECTION)

WORKS – SOFITEL ZALLAQ

(3B) LAND RECLAMATION, PIPING (OFFSHORE) AND ROCK ARMOR (SLOPE PROTECTION) WORKS – SOFITEL ZALLAQ

13

(3C) LAND RECLAMATION AND FILLING WORKS (STONE & TYPE “B”) –

ESKAN PROPERTIES AL LAWZI

(3D) LAND RECLAMATION AND FILLING WORKS (TYPE “B” FILL MATERIAL) – ESKAN PROPERTIES AL LAWZI

14

(3E) LAND RECLAMATION AND ROCK ARMOR (SLOPE PROTECTION) WORKS –

ESKAN PROPERTIES AL LAWZI

(3F) LAND RECLAMATION AND ROCK ARMOR (SLOPE PROTECTION) WORKS – ESKAN PROPERTIES AL LAWZI

15

(4A) ISLAND CONSTRUCTION AND MARINE WORKS –

ART ROTANA HOTEL AT AMWAJ ISLANDS – ARGON PROPERTIES

(4B) ISLAND CONSTRUCTION AND MARINE WORKS – ART ROTANA HOTEL AT AMWAJ ISLANDS – ARGON PROPERTIES

16

(4C) ISLAND CONSTRUCTION AND MARINE WORKS –

ART ROTANA HOTEL AT AMWAJ ISLANDS – ARGON PROPERTIES

(4D) ISLAND CONSTRUCTION AND MARINE WORKS – AMWAJ ISLANDS – SAUD KANOO

17

(5A) SHEET PILING AND DEWATERING WORKS – SULB INTEGRATED STEEL COMPLEX AT HIDD

(5B) SHEET PILING AND DEWATERING WORKS - SULB INTEGRATED STEEL COMPLEX AT HIDD

18

(6A) ROADWORKS – BSTS - TATWEER PETROLEUM

(6B) ROADWORKS – BSTS - TATWEER PETROLEUM

19

(6C) ROADWORK - INTERLOCK PAVING- MAIN ENTERANCE FOR CGHQ AT BANDAR AL DAR

(6D) ROADWORK - INTERLOCK PAVING- MAIN ENTERANCE FOR CGHQ AT BANDAR AL DAR

20

(7A) PIPELINE TRENCHWORKS – (BUQUWAH-SEEF) - TECTON ENGINEERING - EWA

(7B) PIPELINE TRENCHWORKS – (BUQUWAH-SEEF) - TECTON ENGINEERING – EWA

21

(7C) PIPELINE TRENCHWORKS – (BUQUWAH-SEEF) - TECTON ENGINEERING – EWA

(8A) TURN-KEY HOUSING WORKS - TWO STORIES HOUSE IN RIFFA – DR. WAEL BASIONY

22

(9A) CHAIN LINK FENCING WORKS - CENTRAL SUBSTATION - L&T - TATWEER PETROLEUM

(9B) CHAIN LINK FENCING WORKS - CENTRAL SUBSTATION - L&T - TATWEER PETROLEUM

23

(10A) PREPARATION OF FILL MATERIAL AT ASKAR – BRAMCO

(10B) PREPARATION OF FILL MATERIAL AT ASKAR – BRAMCO

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2.3 MANAGEMENT PHILOSOPHY AND STRUCTURAL TARGETS IN THE YEAR 2014 After the critical decision to target working in a more organized and systematic manner, as mentioned in Item 1.1 “Critical Decision and What We Can Do Now”, SANTY started expanding in early 2011. To cope with the diversity of the projects at hand and the future projects, an effective organizational structure was required. We have therefore decided to establish, improve and develop the organizational structure that is referred to as “Matrix Management Organization”. Details for this type of organization are given in the Appendices of Section 5, Organizational Structure. The Management Philosophy of SANTY is exhibited in the Statement for a Successful Matrix Management on Page 12. And as we mentioned earlier, in 2014 we managed to get Certifications for ISO 9001: 2008 (Quality) and OHSAS 18001: 2007 (Safety) in order to achieve an Integrated Quality, Health and Safety Management System. .

STATEMENT FOR A SUCCESSFUL MATRIX MANAGEMENT, CLAUSE 13: “COOPERATION AND SOLIDARITY SHALL BE PROMOTED IN SANTY.”

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SECTION 4. EQUIPMENT

4.1 COMPANY OWNED EQUIPMENT AND VEHICLES LIST OF COMPANY OWNED EQUIPMENT AND VEHICLES (PICTURES & DETAILS SHOWN ON PAGES 26-35)

SL # Name of Machine Type of Machine Registration

No. Model Year

1 rerwarC Bulldozer D155A-6 KOMATSU 11296 2014

2 Wheel Excavator HYUNDAI Robex210w 14785 2012

3 Crawler Excavator CATERPILLAR D320 13456 2013

4 Crawler Excavator CATERPILLAR D320 13508 2013

5 erwarCr Excavator CATERPILLAR D320 13962 2014

6 Loader / Shovel DOOSAN Mega 300-V 19952 2012

7 Loader / Shovel CATERPILLAR 950-G 14292 2014

8 JCB Backhoe Loader JCB 3CX Turbo 1301 2013

9 Water Tanker NISSAN UD (5000 gal) 12707 2009

10 Vibratory Roller Compactor CATERPILLAR CAT CS-533E 13520 2013

11 Vibr. Double Drum Roller CATERPILLAR CAT CB22 13418 2012

12 Vibr. Double Drum Roller Atlas COPCO LP 6500 2014

13 Dump Truck NISSAN UD CWB450HDLA 33319 2013

14 Dump Truck NISSAN UD CBW450HDLA 49544 2013

15 Mini Truck ISUZU 90406 2012

16 Mini Truck ISUZU 90407 2012

17 TRAILER – Tractor Unit MAN TGS 19.360 BBS-WW 34955 2015

18 Pick-Up Double Cabin TOYOTA Hi-Lux 65096 2011

19 Pick-Up Double Cabin TOYOTA Hi-Lux 9309 2012

20 Pick-Up Double Cabin ISUZU D-MAX 94719 2014

21 Motor Grader* G970 VOLVO (PLANNED) 2015

22 TRAILER – Tractor Unit MAN TGS 19.360 BBS-WW (PLANNED) 2015

4.2 SHORT TERM PLAN* Depending upon the jobs at hand, our Short Term Plan is to buy 1 Grader, if possible and therefore form a complete “Roadworks Equipment Crew” of our own. (For given reasons, we do not prefer to buy too many Trucks or Trailers.)

01. CRAWLER BULLDOZER REGISTRATION NO. 11296

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CRAWLER BULLDOZERS SANTY EXCAVATION AND CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators

OPERATING WEIGHT 41,700 kg [91,930 lb]

Dozer Maker / Model KOMATSU D155A-6

Engine Flywheel Power 354 HP (265 KW) @ 1900 rpm

Total Transport Length with Ripper 8,680 mm

Overall Width with the Dozer Blade 4,130 mm

Overall Height 3,760 mm

Travel Speed Forward 11.4 km/h (7.1 mph)

Reverse 13.7 km/h (8.5 mph)

Fuel Tank Capacity 625 Liters (165 U.S. Gallon)

UNDERCARRIAGE

Track Shoes Reinforced Single -grouser shoe

Grouser Height 80 mm

Show Width 710 mm

DOZER BLADE

Dozer Blade Type Semi-Universal Blade

Blade Capacity 9.4 m³ [12.3yd³]

Blade Length 4,130 mm

Blade Height 1,790 mm

Digging Depth 900 mm

EXTRA ATTACHMENT: GIANT RIPPER ASSEMBLY

Type Single Shank Variable Parallelogram

Maximum Lift above ground 950 mm

Maximum Digging Depth 1,370 mm

02. HYDRAULIC WHEELED EXCAVATOR REGISTRATION NO. 14785

31

HYDRAULIC WHEELED EXCAVATOR SANTY EXCAVATION & CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators


Excavator Maker / Model Hyundai Robex 210w-9S

Engine Flywheel Power 150 HP (112 KW) @1950 rpm

Maximum Dig Depth 6,730 mm

Track Shoe Width 600 mm

Overall Transport Length 9,530 mm

Overall Width 2,990 mm

Overall Height of Boom 3,030 mm

Travel Speed (Low/High) 5.5 km/hr (3.4)

Fuel Tank Capacity 400 Liters (106 US Gallon)

EXCAVATOR BUCKET: CHOICE OF 2 BUCKETS ARE AVAILABLE

Standard Bucket

Width with side Cutters 1,270 mm

Capacity 0.92 m³

Narrow Bucket

Width with side Cutters 820 mm

Capacity 0.51 m³

EXTRA ATTACHMENT: ROCK-BREAKER

Working Weight 1,625 kg

Chisel Steel Diameter 138 mm

Impact Energy 4,748 Joules

Blow Rate per minute 370-550 bmp

Note: Breaker is for Heavy Rock-Breaking Jobs.

03. HYDRAULIC CRAWLER EXCAVATOR REGISTRATION NO. 13456

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HYDRAULIC CRAWLER EXCAVATOR SANTY EXCAVATION & CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators


Excavator Maker / Model CATERPILLER 320D L2










Standard Bucket Width with side Cutters 1,270 mm

Capacity 0.9 m³

Narrow Bucket Width with side Cutters 820 mm

Capacity 0.5 m³








33














Capacity 0.9 m³


Capacity 0.5 m³








34














Capacity 0.9 m³


Capacity 0.5 m³







06. WHEELED LOADERS / SHOVEL REGISTRATION NO. 19952

35

WHEELED LOADERS / SHOVEL SANTY EXCAVATION AND CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operator

OPERATING WEIGHT 18,100 kg

Loader Maker / Model DOOSAN MEGA 300-V

Engine Flywheel Power 210 HP (156 KW)

Fuel Tank Capacity 350 Liters

Dumping Height (45 Degrees Dump) 2985 mm

Maximum Breakout Force 216 km

Static Tipping Load (Straight) 18,500 kg.

DIMENSIONS & WEIGHT

Total Travel Length 8071 mm

Overall Width 2920 mm

Travel Height 2775 mm

Travel Speed 34 km / h

SHOVEL (BUCKET)

Shovel Capacity 3.90 cu. Yards

3.01 cu. Meters

07. WHEELED LOADERS / SHOVEL REGISTRATION NO. 14292

36

WHEELED LOADERS / SHOVEL SANTY EXCAVATION AND CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operator

OPERATING WEIGHT 18,676 kg

Loader Maker / Model CATERPILLER 950 GC

Engine Flywheel Power 225 HP (168 KW) @2200 RMP


Dumping Height (52 Degrees Dump) 3458 mm

Maximum Breakout Force 147 kn

Static Tipping Load (Straight) 11,197 kg.

DIMENSIONS & WEIGHT

Total Travel Length 8412 mm

Overall Width 2994 mm

Travel Height 5557 mm

Travel Speed 23.5 to 25 km / h

SHOVEL (BUCKET)

Shovel Capacity Maximum 5.8 cu. Yards

General 3.3 cu. Mtr. & Max. 4.4 cu. Meters

08. JCB BACKHOE LOADER REGISTRATION NO. 1301

37

BACKHOE EXCAVATOR / LOADER SANTY EXCAVATION & CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators.

BACKHOE EXCAVATOR TYPE STANDARD BACKHOE

Maker / Model JCB 3CX

Engine Gross Power 93 HP Turbo (70.5 KW)

Total Travel Length 5,620 mm


Travel Height 3,530 mm

Operational Weight 7,370 kg

Maximum Travel Speed 36 km/h

Backhoe Maximum Dig Depth 4,240 mm


FRONT SHOVEL

Front Shovel Capacity 1.1 cu. Meters

Front Shovel Width 2,350 mm

Dumping Height (50 Degree Dump) 4,240 mm

BACKHOE: CHOICE OF 4 BACKHOE BUCKETS ARE AVAILABLE

Very Narrow Bucket 305 mm / 0.06 m³

Narrow Bucket 400 mm / 0.09 m³

Standard Bucket 610 mm / 0.17 m³

Wide Bucket 800 mm / 0.24 m³

EXTRA ATTACHMENT: BACKHOE ROCK-BREAKER

Working Weight 410 kg

09. WATER TANKER NISSAN UD REGISTRATION NO. 12707

38

WATER TANKER NISSAN UD SANTY EXCAVATION AND CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

WATER TANKER CAPACIT 18,900 LITERS

(5000 U.S Gallons)

Overall Length 10,000 mm



Unlade Weight 12,000 kg

WATER TANKER CAPACITY

Gross Vehicle weight 32,000 kg

10. VIBRATORY SOIL COMPACTOR (Roller) REGISTRATION NO. 13520

39

VIBRATORY SOIL COMPACTOR SANTY EXCAVATION & CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators

EQUIPENT NAME Vibratory Soil Compactor Disel: 10,840 kg

Soil Compactor Make / Model CAT CS533E

Operating Weight 10,840 kg

Weight at Front Drum 12,360 kg




Maximum Travel Speed 12.0 km/h

Gross Power 130 HP (97 kw)


COMPACTION

Compaction Drum Width 2134 mm

Static Liner Load Front / Rear 33.0 kg/cm

Nominal Amplitude 1.8/0.85 mm

Vibration Frequency (Hz) 31 / 34 Hz

Centrifugal Force 122-248 kN

ssaM muDD 6,990 Kg

11. VIBRATORY DOUBLE DRUM SOIL COMPACTOR (Roller) REGISTRATION NO. 13418

40

VIBRATORY DOUBLE DRUM ROLLERS SANTY EXCAVATION & CONSTRUCTION COMPANY SPC OPERATORS: Highly Experienced / Motivated Operators

EQUIPENT NAME Tendem Vibratory RollerDisel: 2500 kg

Roller Make / Model CAT CB22


Weight at Front Drum 1,210 kg

Weight at Rear Drum 1,290 kg





Gross Power 33 HP (24.6 kw)


COMPACTION

Compaction Width 1,000 mm

Static Liner Load Front / Rear 12.5 kg/cm

Nominal Amplitude 0.5 mm

Vibration Frequency (Hz) 63 / 55 Hz

Centrifugal Force per Drum 27.6 kN

Water Tank (Spray) 150 Liters

12. VIBRATORY DOUBLE DRUM (Small Roller) MODEL NO. LP6500

41

VIBRATORY DOUBLE DRUM ROLLERS SANTY EXCAVATION & CONSTRUCTION COMPANY SPC

EQUIPENT NAME Vibratory Roller Small Disel: 710 kg

Roller Make / Model Atlas CB22


Over all Weight @ 0,710 kg

Roller Width 0,65 mm


Gross Power 9.2 HP (6.8 kw)


COMPACTION

Compaction Width 650 mm

Vibration standard Handle 4.0 m/s²

Nominal Amplitude 0.45 mm

Vibration Frequency (Hz) 61 Hz

Centrifugal Force per Drum 2.1 TONS

13. DUMP TRUCK NISSAN UD CWB450HDLA REGISTRATION NO. 33319

42

DUMP TRUCK (TIPPERS) SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers.

TRUCK / TIPPER CAPACITY 15 CUBIC METERS

(18.5 CUBIC YARDS)




Gross Vehicle Weight 33,000 kg


Payload 22,000 kg

Cargo Bay Length 5,500 mm

Cargo Bay width 2,350 mm

Cargo Bay Height 1,100 mm

14. DUMP TRUCK NISSAN UD CWB450HDLA REGISTRATION NO. 49544

43

DUMP TRUCKS (TIPPERS) SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

TRUCK / TIPPER CAPACITY 12 CUBIC METERS (15 CUBIC YARDS)






Payload 22,000 kg




15. MINI TRUCK ISUZU REGISTRATION NO. 90406

44

CARGO TRUCKS DOUBLE CABIN SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

TRUCK CAPACITY 6,500 kg

Passenger Capacity 7 Passenger






Payload 4,200 kg



Cargo Bay Height 380 mm

16. MINI TRUCK ISUZU (DIESEL TANKER) REGISTRATION NO. 90407

45

CARGO TRUCKS DOUBLE CABIN SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

TRUCK CAPACITY 6,500 kg







Payload 4,200 kg



Cargo Bay Height 380 mm

17. TRAILER MAN TGS 19.360 BBS-WW REGISTRATION NO. 34955

46

SEMI-TRAILER / TIPPERS MAN TGS SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

TRAILER / TIPPER CAPACITY 20 CUBIC METERS (26 CUBIC YARDS)






Payload 32,000 kg

TRAILER BODY DIMENSION




18. TOYOTA HILUX DOUBLE CABINE PICKUP REGISTRATION NO. 65096

47

TOYOTA HILUX PICK-UP DOUBLE CABIN SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

CAPACITY 6,000 kg







Payload 0,750 kg

19. TOYOTA HILUX DOUBLE CABINE PICKUP REGISTRATION NO. 9309

48

TOYOTA HILUX PICK-UP DOUBLE CABIN SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

CAPACITY 6,000 kg







Payload 0,750 kg

20. ISUZU D-MAX DOUBLE CABINE PICKUP REGISTRATION NO. 94719

49

ISUZU D-MAX PICK-UP DOUBLE CABIN SANTY EXCAVATION & CONSTRUCTION COMPANY SPC DRIVERS: Highly Experienced / Motivated Drivers

CAPACITY 6,000 kg







Payload 1,080 kg

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SECTION 5. YEARLY REVENUE

The rounded Figures showing the Yearly Revenues between 2009 and 2013 are as follows:

Sr. No.

YEAR

REVENUE (BD)

1

2009

610,000.000

2

2010

975,000.000

3

2011

1,800,000.000

4

2012

1,015,000.000

5

2013

490,000.000

6

2014

1,720.000.000

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SECTION 6. ORGANIZATIONAL STRUCTURE In SECTION 1 Item 1.3 we explained the Management Philosophy of our Company. In this Section we are going to give more details about the so called “Matrix Management”, which can be found in Appendices A, B, C, D and E on Pages 22-31. While we are presenting below the Official Organization Chart of our Company, the Indicative Sample Matrix Management Functional Structure applied to the works of our Company on Page 39.

SANTY EXCAVATION AND CONSTRUCTION COMPANY SPC ORGANIZATION CHART

MANAGING DIRECTOR

RENGANATHAN RAMESH

66960061, 33311208

GENERAL MANAGER

COMERCIAL & CONTRACTS

MACI TEODORAS - 39479917

DOC. CONTROL

PROCUREMENT, ACCOUNTS & LOGISTICS

LPO, WORK ORDERS, INVOICES ETC ALL COORDINATION

MOHAMMED JINNAH 66359490 Ms. SWATHI- 66960073

PROJECT MANAGER

SITE ARRANGEMENT ALL SITE RELATED ISSUES

S.SRINIVAS-66960062; 38413331

SITE SUPERVISOR SITE SURVEYOR HSE

QUALITY, SITE SUPERVISION, PROGRESS

REPORTS

SAFETY, LAND SURVEY SETTING OUT

QUANTITY SURVEY

HSE DOCUMENTATION & FOLLOW-UP

SUDHAKAR- 66960064 G.MANIKANDAN-66960063

VENKATESAN NARAYAN-

66960072

1. OPERATOR 1. CHAIN MAN

2. DRIVERS 2. HELPERS

3. BANKS MAN

4. MECHANIC

5. HELPERS

55

APPENDIX-A

INTRODUCTION TO MATRIX ORGANIZATION

Notes: 1) The contents of the below statement have been quoted with minor modifications/additions from a report titled “Supervision and Management of Construction, 31st October 1998”, which had been prepared by the undersigned for the then Sewerage and Drainage Directorate (SDD). 2) In order to have an effective matrix management a pleasant atmosphere must be created within the organization. Teodoras Maci

1. ORGANIZATIONAL STRUCTURE

An organization chart usually consists of a “line” diagram showing the chain of command and the official channels of communication.

A hierarchical structure will usually be described in terms of the organization of line management and reporting, while there may be a structure, which will be described in terms of relationships between units and people and process coordination. The former may be called “the functional structure”, whereas the latter may be named as “the matrix structure”. 2. THE “TRADITIONAL” FUNCTIONAL STRUCTURE The “traditional” functional structure brings together all those engaged in related activities into one department and it is often seen as the most “logical” method for dividing up the work of the organization. It is used in small and medium organizations and in an adapted form it may be used in large organizations. However, the disadvantage of this structure becomes more obvious as an organization grows in size and relations become more complicated.

Line management control, leadership and authority are all very easily understood within this structure, and employees can develop considerable loyalty towards their department, which may be more difficult to create for the whole organization. This loyalty may develop into some suspicion and even antagonism towards other departments. Other departments may be blamed when things go wrong, or they may appear to be favored by upper management and to receive more than their fair share of resources.

The advantages for managers and employees of a functional structure are that they can develop their expertise, they have a clear promotion path within the department, and they can communicate easily with other people with similar backgrounds and working on similar tasks. However, these departments can develop a paternalistic form of leadership and management, which may favor some people at the expense of others.

Functional departments can encourage bureaucracy and empire building. Managers and other staff may become reluctant to pass specialized information to people not in their department. There may be slow responses to Client needs, particularly from those departments, which have little or no direct contact with the Client. Tasks, which cut across departments, may take a long time because they have to move sequentially from one department to another.

56

3. THE MATRIX STRUCTURE As organizations grow in size, either by broadening their products and services or by expanding geographically, or as the tasks to be fulfilled become complicated, the disadvantages of a functional structure become apparent. It becomes more difficult to obtain quick decisions on actions because functional managers have to report to the central headquarters in order to have their decision endorsed. At the same time, control over departments becomes more difficult, and coordination may not be able to create a situation where the organization’s objective can be achieved. These developments cause larger organizations or organizations with complicated tasks to fulfill, as the case is in construction, to consider other forms of structure to reflect their real requirements. The most renowned of these structures is the matrix structure. The usual matrix structure is designed to answer the main problem of the functional structure. It combines a vertical chain of command, through functions and departments or units, with a horizontal “project”, “business unit” or “product” team. The purpose of the matrix structure is to promote across the organization groupings of people and skills, in order to provide a team for producing a product or servicing or fulfilling a task. A project or group manager who is expert in the team’s assigned area of specialization leads this lateral structure. The vertical functional structure is primarily responsible for (1) completing the project within technical specifications, (2) providing technical guidance on projects, (3) providing skilled staff and (4) maintaining a high level of technical excellence within the function through recruiting and development. The project group managers are responsible for (1) accomplishing work on schedule and within budget, (2) directing and evaluating project activity, (3) planning and implementing project policies and (4) assuring project’s compliance with goals and commitments. In the matrix structure technical objectives (how well the work is done) and project objectives (what timely work is done and how much it costs) are assigned as primary individual activities. The individual therefore has two bosses, a functional manager and a project or group manager. The employee is assigned to a functional group that is responsible for the accomplishment of that function on whatever project it might be needed. This is the basis for use of the term “matrix”, which in mathematics applies to an array of vertical columns and horizontal rows.

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4. ADVANTAGES AND SHORTCOMINGS OF THE MATRIX STRUCTURE Establishing a matrix organization based on function or project-specific needs, the demands are less and much easier to manage/coordinate. This context is often a temporary one, as the case is in construction projects, but can be a much longer-term arrangement, such as a standing maintenance organization. The problem with a longer term arrangement is that the people involved may have trouble handling sustained pace and pressures associated with achieving results that please so many different masters. In some organizations a particular unit or section may have a matrix structure, while the rest of the organization has a functional structure. It has proved quite difficult in fact to organize on a full matrix in a large organization, while consultancy firms, research teams, advertising agencies etc. are able to within this structure very easily. This is because an effective matrix structure requires a high degree of cooperation and flexibility from everybody at all levels. For these reasons matrix structures can work well where staff members have similar qualifications and share common goals, and where teamwork is more important than authority. Consultancy and research teams are good examples of this situation. The matrix structure can be an effective means of bringing together people with the diverse skills required to solve a complex problem, such as in research teams and consultancies. It throws the focus on the project to be completed. This provides a common purpose with a well-defined objective for which the whole team or group can be responsible, while the functional structure can too easily fragment the clarity of this aim. By working together, people from various functions can understand the demands placed on other people from different areas of work. This understanding can produce a more realistic approach to each other’s work. If the structure is sufficiently flexible and has not become rigid, it can help to keep down the cost of an organization, because managers need only assign the number of people needed to complete a particular project. Although the matrix structure may be easy to design and appears to have great advantages over the functional structure, it may be difficult to implement. Problems can arise over shared responsibility, the use of resources in common and the question of priorities. There is a natural conflict between the functional and the project side of the matrix. Their goals are different. Functional people who want the job done well often have to sacrifice this goal to stay within cost constraints. The reverse might also occur. Project cost objectives may have to be changed to accommodate technical specifications. How conflicts are resolved determines to a large extent whether the matrix can accomplish the tasks for which it was intended. Generally, the best-managed matrix designs rely on a balance between the two structures; they have a shared power relationship. The target must be to find not the best but the optimum solution because the optimum solution is usually the best solution.

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APPENDIX-B

FOUR BASIC ELEMENTS FOR A SUCCESSFUL MATRIX MANAGEMENT

1. The contents of the below statement have been quoted with minor modifications/additions from a report titled “Supervision and Management of Construction, 31st October 1998”, which had been prepared by the undersigned for the then Sewerage and Drainage Directorate (SDD). 2. In order to have an effective matrix management a pleasant atmosphere must be created within the organization. Teodoras Maci

1. THE MANAGER

The key to strong matrix management lies in the strength of the manager. The manager must feel strong sense of personal ownership and responsibility for the work under execution and insist on having full authority and the accountability that goes with it. 2. OCCASIONAL EMPHASIS OF CHAIN OF COMMAND

Increasing the influence and involvement of lower level staff renders functional the effectiveness and the efficiency of the organization. However, the Manager should also realize that occasionally and when it is deemed necessary, he or she should adopt a limited power and domination approach to emphasize the chain of command. These two approaches must complement one another.

3. INTERVIEWS BEFORE RECRUITMENT

The Matrix Management Style (Please see in Section 1 of the Company Profile the Statement for a Successful Matrix Management) must be advertised during the interviews before recruitment and candidates to join the organization must be updated about the objectives of the organization.

4. THE MEETINGS

Probably the most important feature for a successful matrix management is the meetings to be held with the participation of the maximum possible number of staff. This is where management objectives are comprehended and conflicts, if any, are resolved and where confidence and trust is built between the superiors and the subordinates.

* * * * * * * * * *

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APPENDIX-C

MATRIX MANAGEMENT QUALITY OBJECTIVES


A matrix structure must have well-defined quality objectives. These may be summarized as follows: 1. EFFECTIVE QUALITY SYSTEM

The Management shall provide and maintain an effective quality system to meet the specified requirements for quality so that Quality Assurance is achieved. 2. QUALITY Quality should be considered as the outcome of constant and systematic improvement of the organization and its services and products. 3. ADHERING TO THE REQUIREMENTS OF THE SOCIETY The organization should adhere to the requirements of the society as expressed in laws, statutes and rules and regulations with regard to environmental, safety, health, energy and social aspects. 4. STATE OF QUALITY To achieve a State of Quality the Management should continuously:

Inform and motivate the employees and operate with well-trained personnel;

Make clear agreements and honor them;

Improve the services and products to be provided within the scope of such agreements;

Work according to effective, efficient and integrated methods;

Measure the quality of its execution and discuss this openly with everyone concerned. 5. IDENTIFYING QUALITY PROBLEMS The Management should identify quality problems and initiate, recommend and provide solutions thereto.

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6. PREVENTING FURTHER PROCESSING OF NONCONFORMING ITEMS OR ACTIVITIES The Management should prevent further processing of nonconforming items or activities until nonconformance is satisfactorily completed. 7. PROVIDING CONFIDENCE The Management should aim at achieving all necessary planned and systematic actions to provide confidence that the end product will satisfy the specified requirements for quality. Providing confidence should include producing evidence by way of document control and process surveillance. 8. RESPONSIBILITY OF THE END PRODUCT The Management should recognize that even the best quality system shall not relieve the Management from the responsibility of the end product. 9. TRANSPARENT RELATIONS One of the most important features of the Quality Objectives is that the Management – with a minimum extent of confidentiality – should be in favor of transparent relations.

* * * * * * * * * *

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APPENDIX-D

QUALITY MANAGEMENT AND THE MATRIX MANAGEMENT APPROACH


The Management should follow the below mentioned aspects while implementing the Quality objectives: 1. TRAINING Training comprises the following: 1.1 General Indoctrination Meeting must be held at regular intervals with the employees to discuss the general aspects of the Quality System so that the employees comprehend the management style (N.B. Please see in Section 1 of the Company Profile the Statement for a Successful Matrix Management) and the quality objectives. 1.2 Specific Training Meetings must be held at regular intervals with the employees where the participants will be requested to discuss and try to answer the following questions:

What is your task or activity?

What plus value does your task or activity produce as compared with the overall scheme?

Who is your Client? Who is the person whom or which is the entity that you have to satisfy?

What are you doing to improve your activity?

(Please see also Appendix-E, Practical Guidelines for Planning, Reviewing and/or Implementing Functions/Tasks/Activities/Actions) 1.3 Self-Training The employees must be encouraged to improve themselves by reading textbooks in their field of action, by participating in seminars and conferences, by reading writing reports regarding their practical actions and other creative means.

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1.4 Career Training The Management must arrange for Career Training of the employees in a planned and systematic manner. 2. THREE PHASE SYSTEM The Management should follow a Three Phase System while implementing tasks and activities: 2.1 The Preparatory Phase This comprises meetings, general discussions, training, studying drawings, reading and studying specifications and/or procedures and method statements, discussions for the resolution of any kind of problem etc. prior to start action on a particular activity. (Mostly, decisions as regards any process or action must be made with the contribution of all related employees in this Phase.) 2.2 The Initial Phase After related decisions are made in the Preparatory Phase, a specimen, or sample, or prototype is prepared, or a representative line of action is taken. 2.3 The Follow-up Phase After all related parties agree on the specimen, sample or prototype prepared or on the representative line of action taken in the Initial Phase, the subject task or activity is monitored for compliance with the specimen, sample or prototype prepared or the representative line of action taken. 3. PROCEDURES AND METHOD STATEMENTS The Management should establish Procedures and Methods Statements for all related activities possible.

* * * * * * * * * *

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APPENDIX-E

PRACTICAL GUIDELINES FOR PLANNING, REVIEWING AND/OR IMPLEMENTING FUNCTIONS/TASKS/ACTIVITIES/ACTIONS (FTAA’S)

1. GENERAL

A particular Function/Task/Activity/Action (FTAA) must satisfy/answer either directly by definition or indirectly by inference the following questions: 1.1 What will be done? (What is being done?) 1.2 Why will it be done? (Why is it being done?) 1.3 Who will do it? (Who is doing it?) 1.4 How will it be done? (How is it being done?) 1.5 How long will it take to do it? (How long does it take to do it?) 1.6 When will it be done? (When is it being done? When is it needed?) 1.7 What is the impact on or link with other (FTAA)’s and why 1.8 What is the plus value or contribution of this particular FTAA to the overall scheme? 1.9 What is to be done or what is being done to improve the outcome/efficiency of this

particular (FTAA)? 2. QUESTIONS TO BE ANSWERED BY A PERSON ASSIGNED FOR IMPLEMENTING FTAA’S

A Person assigned for the Implementation of a Particular (FTAA) must try to answer the following questions:

2.1 What am I going to do? (Do I know? If Yes, Proceed. Otherwise consult Higher-Level Management, Advisors and/or Colleagues.)

2.2 What are the elements of the thing that I am going to do? (Ditto 2.1) 2.3 Why am I going to do it? (Ditto 2.1) 2.4 With whom am I going to do it? (Ditto 2.1) 2.5 How am I going to do it? (Ditto 2.1) 2.6 Why am I going to do it that way? (Ditto 2.1) 2.7 Do I have the authority to do it that way? (Ditto 2.1) 2.8 Will Higher-Level Management help me? (Ditto 2.1) 2.9 Does Higher-Level Management have to take a prior action before I start? (Ditto 2.1) 2.10 How long will it take me to do it? (Ditto 2.1) 2.11 When is it needed? (Ditto 2.1) 2.12 When am I going to do it? (Ditto 2.1) 2.13 What is the impact on or link with other (FTAA)’s and why? (Ditto 2.1 2.14 What will be the plus value or contribution of my FTAA to the overall scheme when it is

completed? (Ditto 2.1 2.15 Who, or, which body, or, which part of the overall scheme will be satisfied when I

complete my (FTAA)? (Ditto 2.1 2.16 What am I doing to improve my (FTAA)? (Think, evaluate and listen to others. 2.17 What kind of reporting is needed during implementation and after completion? (Ditto 2.1)

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SECTION 7. INFORMATION ABOUT PROJECTS 2009-2015 7.1 PROJECTS* 2015 (AT HAND AS OF FEBRUARY 2015)

No. CLIENT PROJECT SCOPE STATUS VALUE (BD)

1 INFINITY CAPITAL** Land Reclamatıon at Al LAWZI ONGOING 650,735.000

2 TECTON ENGINEERING - EWA

BUQUWAH-SEEF Water Pipeline Trenchworks

ONGOING 151,235.000

*Projects with Value lass than BD 10,000.000 have not been included. **Total Value of Project is BD 1,758.000.000. BD 1,107,265.000 part was bcompleted ın 2014. 7.2 PROJECTS* 2014

No. CLIENT PROJECT SCOPE STATUS VALUE (BD)

1 INFINITY CAPITAL** Land Reclamatıon at Al LAWZI COMPLETED 1,107,265.000

2 Mechanical Contracting and Services

General Service Contracting (Civil Works) in Oilfield Development

COMPLETED 150,674.350

3 Ministry of Interior*** External Works for SSFC Camp in SAFRA

COMPLETED 90%

99,960.300

4 Ministry of Interior*** Earthworks at SSFC SAFRA COMPLETED

90% 68,137.850

5 Mr. SAUD KANOO Tennis Academy at AMWAJ Island s- Construction of New “Type-C” Island


6 ROYAL COURT Supply of Garden Sand COMPLETED 49,875.000

7 ARGON PROPERTIES****

Rennaisance Hotel at AMWAJ Island - Land Reclamation and Construction of New Island


8 ROYAL COURT Hiring of Equipment and Supply of Fill Materials


9 BASSMAN CONTRACTING

Earthworks for Building Foundations


* Projects with Value lass than BD 10,000.000 have not been included. ** Total Value of Project is BD 1,758.000.000. BD 1,107,265.000 part was bcompleted ın 2014. ***100% Completion End of February 2015 ****Value of Completed Project BD 106,000.000. BD 70,000.000 completed in 2013.

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7.3 PROJECTS* PROJECTS 2013

No. CLIENT PROJECT SCOPE STATUS VALUE

1 Larsen & Toubro Limited ECC Division

Earthworks at North , South and Central Substations


2 Argon Properties Land Reclamation COMPLETED 70,000.000

3 Ministry of Municipalities Affairs, Southern Municipality

Excavation and Filling Works COMPLETED 52,000.000

4 Royal Court Equipnment Rental and Services COMPLETED 20,600.000

5 Larsen & Toubro Limited ECC Division

Mini Substation Ciivl Works COMPLETED 19,125.000

6 Brupco Site Cleaning Salmabad COMPLETED 11,450.000

7 Ministry of Municipalities Affairs, Southern Municipality

Cleaning, Collecting and Disposal of excavated material and debris


8 Aqua Technology Laying New TSE Pipe in TWPCC COMPLETED 9,458.000

9 Sh. Abdullah Bin Salman Al Khalifa

Filling and Leveling Works COMPLETED 8,000.000

7.4 PROJECTS* IN 2012

No. CLIENT PROJECT SCOPE DURATION VALUE (BD)

1 Bahrain Special Technical Services*

TATWEER PETROLEUM Civil Works for Oil Wells Site Preparation

01/06/2011 31/12/2012

494,934.000

2 Ministry of Municipalities Affairs

Beautification of Highways Southern Municipality

27/11/2012 117,000.000

3 Poullaides Construction

EWA Eagle Eye, BAPCO 01/01/2012 31/12/2012

79,438.000

4 DELTA Construction TATWEER Chain Link Fencing Work 20/03/2012 31/12/2012

74,014.000

5 Larsen & Toubro TATWEER Earthworks and Civil Works

04/03/2012 31/12/2012

44,370.000

* The BSTS Contract was a re-measured contract and the figure given is the cumulative amount invoiced between 1st January 2012 and 31st December 2012.

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No CLIENT PROJECT STATUS VALUE (BD)

1 DR. WAEL BASIONY Turn-key House Construction in Riffa

COMPLETED

86,000.000

2 AMANA KOOHEJI SAMSUNG ENG.

Sheet Piling and Dewatering Works in SULB Project at HIDD

COMPLETED

249,116.000

3 BAHRAIN SPECIAL TECHNICAL SERVICES**

TATWEER PETROLEUM Civil Works for Oil Wells Site Preparation

COMPLETED

799,371.000

4 Ministry of Municipalities Affairs

CAR PARK COMPLETED

18,000.000

5 SCHLUMBERGER BANAGAS Filling Work COMPLETED

118,000.000

6 SH. EBRAHIM JAW Reclamation Work COMPLETED

105,000.000

7 ROYAL COURT Renting EQUIPMENT COMPLETED

10,704.000

8 SH. ABDULLA AL DOUR Reclamation Work COMPLETED

40,800.000

9 TOA CORPORATION Supply of Stones and Renting Excavator for SULB PROJECT

COMPLETED

34,549.000

10 NASS LANDSCAPING Sand Supply for PRINCE KHALIFA PUBLIC GARDEN

COMPLETED

29,835.000

11 AXIS CONSTRUCTION RIFFA VIEWS Football Pitch COMPLETED 33,000.000

12 POULLAIDES CONSTRUCTION COMPANY

BAPCO Supply of Fill Material COMPLETED

18,630.000

* Projects with Value lass than BD 10,000.000 have not been included. ** The BSTS Contract was a re-measured contract and the figure given is the cumulative amount invoiced as of 31st December 2011.

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1 CHINA STATE CONSTRUCTION

Laying of Sea Water Intake Pipe Including Constructing Temporary Road and Steel Warning Piles Sea Water Intake SOFITEL ZALLAQ

COMPLETED

81,300.000

2 EQUESTRIAN HORSE RACING CLUB

Cleaning of Horse WASTE COMPLETED

24,000.000

3 BDC INTERNATIONAL

PARLIAMENT BUILDING At Juffair Rewatering And Hiring Water Pump

COMPLETED

12,900.000

4 BDC INTERNATIONAL

PARLIAMENT BUILDING At Juffair Quary Run Supply

COMPLETED

18,700.000

5 SHEIKH AHMED BIN MOHD’AL KHALIFA

Filling Work At A’ALI Six Meter Deep Filling Work

COMPLETED

44,000.000

6 AXIS CONSTRUCTION

20-STOREY BUILDING At Juffair Excavation & Filling Work

COMPLETED

15,500.000

7 AL MOAYED CONTRACTING

400 Villa At Riffa Site Cleaning COMPLETED

18,700.000

8 INTERCOL Hiring Water Tanker COMPLETED

10,400.000

9 HAFEERA CONTRACTING

HIDD FISHING HARBOUR Supply Of Quarry Run

COMPLETED

175,000.000

10 BAHRAIN PIPE COMPANY

MUNCIPALITY WORK IN HIDD Supply Of Material

COMPLETED

22,200.000

11 SHEIKH RASHID BIN ABDULLAH AL KHALIFA

Sea Filling (Reclamation At JAW) COMPLETED

165,726.000

12 MOHAMMED JALAL CONTRACTING

SHEIKH ISA STADIUM ISA TOWN – Foot Ball Ground Filling Work

COMPLETED

21,300.000

13 AHMED MOHAMED JASSIM

CHILDRENS YARD AT HAMALA Excavation & Filling Work For The Foundation –Full Plot Excavation

COMPLETED

15,000.000

14 AL FARAJ TRADING LE MARIDIAN HOTEL Material Supply

COMPLETED

16,500.000

15 AL FOUZ CONTRACTING

TALA PLAZA AT SUGAIYA Excavation & Filling Work For The Foundation – Full Plot Excavation

COMPLETED

21,000.000

* Projects with Value lass than BD 10,000.000 have not been included.

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1 VISION DEVELOPMENT

ASRY Sea Protection Bund Supply And Laying Of Quarry Run

COMPLETED

88,034.000

2 R.P. CONSTRUCTION

WARE HOUSE AT SALMABAD Site Cleaning, Excavation & Filling Work For The Foundation –Full Plot Excavation

COMPLETED

45,000.000

3 BDC INTERNATIONAL

PARLIAMENT BUILDING AT JUFFAIR Supply And Laying Of Quarry Run Including Access Road

COMPLETED

259,375.000

4 INTERNATIONAL LABORATORY SERVICES

INDEPENDENT PETROLEUM PROJECT IN BAPCO Soft Marine Land Access Road Preparation

COMPLETED

14,000.000


ASRY Sea Protection Bund Machine Hiring

COMPLETED

19,800.000

6 EQUESTRIAN AND HORSE RACING CLUB

Cleaning Of Waste COMPLETED

18,000.000


ASRY Sea Protection Bund Machine Hiring

COMPLETED

19,500.000

8 HAFEERA CONTRACTING

PARK GARDEN AT RIFFA SUPPLY OF WASHED & UNWASHED SAND

COMPLETED

14,600000

9 INTERNATIONAL LABORATORY SERVICES

EQUIPMENT SUPPLY & TRIAL PITS EQUIPMENT SUPPLY & TRIAL PITS

COMPLETED

12,000.000

10 BDC INTERNATIONAL PARLIAMENT BUILDING AT JUFFAIR DEWATERING & HIRING WATER PUMP

COMPLETED

12,530.000

* Projects with Value lass than BD 10,000.000 have not been included.

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SECTION 8: TATWEER PETROLEUM OIL WELLS DRILLING PROGRAM Works completed by our Company in this project as a Subcontractor of BSTS may be summarized as follows:

8.1 INTRODUCTION

SANTY Excavation and Construction Est. started work with BSTS early June 2011. In 16 months time, until end of December 2012, SANTY delivered approximately 97 “pieces” of work. This corresponds to an average of 6 “pieces” of work per month.

8. 2 WELL POINT SITE PREPARATION Scope of Work

Excavation, leveling watering and compaction of leveled surface

Supply, spreading, leveling, watering and compaction of Desert Fill 300mm thick

Supply of Circular Ring, Conductor Pipe and Concrete Foundation. Extent of Work

Twenty Eight (28) numbers of Well Sites have been completed. In the order of execution, the Numbers of the Wells completed are:

973, 1020, 1034, 1037, 1042, 1043

1021, 1038, 1044, 1054, 1057

1017, 1041, 1094, 1104

1040, 1013, 1097, 1103-1118,

1102, 1146-1147, 1014, 1095, 1122-1123-1124

8.3 FLARE , IGNITION AND CONTROL PANEL FOUNDATIONS Scope of Work

Flare, Ignition and Control Panel Foundation as per TATWEER Drawings including (a) site preparation with cut, fill, grading and also fill with imported desert fill material, (b) Geo-membrane Liner “Bituflame”, (c) Reinforced Concrete works and (d) grouting but excluding fencing and preparation of Access Roads.

Supply, spreading, leveling, watering and compaction of Desert Fill 300mm thick Extent of Work

Twelve Numbers of Work have been completed. The locations of the works in the order of execution are as follows:

WM#04, WM#06, WM#08, WM#12, WM#14, WM#15

TB01, TB02, TB03, TB04, TB05, TB06

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8.4 CAR PARKS Scope of Work


Supply, spreading, leveling, watering and compaction of Desert Fill 200mm thick Extent of Work

Total Area prepared is 4,770.50 m2. 8.5 BSTS SITE OFFICE AREA Scope of Work


Supply, spreading, leveling, watering and compaction of Desert Fill 250mm thick Extent of Work Total Area prepared is 80,641.50 m2. 8.6 SHIPPING PUMP FOUNDATIONS Scope of Work

Excavation, Lean Concrete, Polythene Sheet, Foundation Reinforced Concrete with Bolts, and Grouting. (Bolts supplied by the Pump Vendor and installed by us.)

Extent of Work

Six (6) Numbers at Locations TB01, TB02, TB03, TB04,TB05, TB06 8.7 SUMP PIT PREPARATION Scope of Work

Construction of a New Sump Pit, Axial Restraint Anchor Support and Vertical Support Foundations. (HDPE Liner and Piping not included in the Scope of Works.)

Extent of Work

Ten (10) Numbers in the order of execution at Locations WM#08, WM#06, WM#09, WM#07, WM#03, WM#14, WM#12, WM#11, WM#13, WM#15

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8.8 CONSTRUCTION OF FOUNDATION FOR ACCELARATED MANIFOLD HEADER SKID Scope of Work

Construction of Accelerated Well Manifold Header Foundations as per TATWEER Drawings Extent of Work

Four (4) Numbers at Locations WM#17, WM#18, WM#19 and WM#26 8.9 MISCELLANEOUS WORKS INCLUDING EARTHWORKS

Preparation of rental Compressors Area: Three (3) Nos.

Preparation of Generator Houses Area: Three (3) Nos.

Road Crossings: Thirteen (13) Nos.

Access Roads: For all Well Sites, Flare sites etc. and also three (3) Nos. separate.

Access Ramp: One (1) No.

Site Preparation Temporary Generator Plant: One (1) No.

Dirt Pad Preparation: Two (2) Nos.

Trench Excavation: Approximately 5 km.

Demolition of Existing Sumps: Six (6) Nos.

*********

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SECTION 9

LIST OF ISO DOCUMENTS,

PROCEDURES ETC

75

SECTION 9: LIST OF ISO DOCUMENTS, PROCEDURES ETC.

9.1 PROCEDURES

(00) Glossary Terms & Acronyms/Abbreviations (SAN-PR-000)

(01) Procedure for Control of Documents (SAN-PR-001)

(02) Procedure for Control of Records (SAN-PR-002)

(03) Procedure for Control of Non-Conformances (SAN-PR-003)

(04) Procedure for Corrective/Preventive Action (SAN-PR-004)

(05) Procedure for Internal Audit (SAN-PR-005)

(06) Procedure for Management Review (SAN-PR-006)

(07) Procedure for Competence Analysis & Training (SAN-PR-007)

(08) Procedure for Selection of Supplier, Monitoring and Re-Evaluation (SAN-PR-008)

(09) Procedure for Hazard and Risk Assessment (SAN-PR-009)

(10) Procedure for Setting of Objectives, Targets and Programs (SAN-PR-010)

(11) Procedure for Communication, Consultation and Participation (SAN-PR-011)

(12) Procedure for Legal Compliance and Evaluation (SAN-PR-012)

(13) Procedure for Emergency Preparedness and Response (SAN-PR-013)

(14) Procedure for Monitoring and Measuring (SAN-PR-014)

(15) Procedure for Maintenance and Calibration (SAN-PR-015)

(16) Procedure for Business Development (SAN-PR-016)

(17) Procedure for Project or Construction Management (SAN-PR-017)

(18) Procedure for Renting Equipment (SAN-PR-018)

(19) Procedure for Retail Process (SAN-PR-019)

(20) Procedure for Procurement & Storage (SAN-PR-020) 9.2 OTHER DOCUMENTS

SANTY QUALITY, HEALTH & SAFETY MANUAL

VARIOUS TEMPLATES