IK Consulting Engineers Ltd Company Presentation.

IK Consulting Engineers Ltd

Company Presentation

COMPANY AUDITOR – KPMG, Ec. Inst.COMPANY BANK - SOCIETTE GENERAL

COMPANY CO-FOUNDERS:• KOCKS Consult, Germany

• I.T.S.C. Ltd UK• I.T.S.C. Ltd Russia

• Andra Tucovic, private partnership

COMPANY WAS FOUNDED IN 2004

COMPANY CO-FOUNDERS

Design, consulting and supervision of:

• DAM DESIGN• HYDRO POWER PLANTS • WATER TREATMENT• WATER SUPPLY• WASTEWATER TREATMENT • SEWERAGE SYSTEMS

ISO 9001:2008 CERTIFICATE TÜV SÜD

COMPANY ISO CERTIFICATE

FOR FINANCIAL CLAIMS AS A RESULT OF

ALLEDGED MISTAKES IN DESIGN

Issued by

UNIQA Insurance Company – MARSH Risk Insurance Company

to the amount of 2,000,000 Euro

PROFESSIONAL INDEMNITY INSURANCE POLICY(Since 2005 )

COMPANY PROFFESIONAL INDEMNITY

SUMMARIZED BALANCE SHEET

2011 2010 2009

EUR EUR EUR

Fixed assets 98,719 51,480 65,013

Current assets 516,872 503,468 589,099

Total assets 615,591 554,948 654,112

Equity 481,198 507,364 559,106

Long term, short term liabilities and reserves

134,39347,584 95,006

Total liabilities 615,591 554,948 654,112

2011 2010 2009

EUR EUR EUR

Incomes 1,380,029 1,512,098 1,501,375

Expenses 1,332,945 1,481,756 1,468,908

PBT 47,084 30,342 32,467

Tax 2,529 3,036 1,797

PAT 44,554 27,306 30,670

SUMMARIZED INCOME STATEMENT

ORGANISATION CHART

PERMANENT EMPLOYEES

SPECIALITY NUMBER OF EMPLOYEES

CHEMICAL ENGINEER 4

CIVIL ENGINEER - HYDRAULIC 9

CIVIL ENGINEER - STRUCTURAL 7

ARCHITECT 3

MECHANICAL ENGINEER 3

ELECTRICAL ENGINEER 1

GEOLOGY ENGINEER 2

PHILOLOGIST / HUMAN SCIENCES 2

ECONOMIST 4

ENGINEER OF ORGANIZATIONAL SCIENCES 1

CIVIL AND MECHANICAL TECHNICIANS 7

ECONOMICAL TECHNICIAN 2

ON CONTRACT BASIS 40

TOTAL 85

EMPLOYEES PROFILE

AVERAGE AGE, YEARS 41

AVERAGE SENIORITY, YEARS 15

SHARE OF WOMEN, % 40

PROJECT MANAGER CAPACITY

ALL PROJECTS, % 46

MAJOR PROJECTS ( > 0.5 MIL EURO), % 26

INTERNATIONAL EXPERIENCE, % 57

• DAM DESIGN & HYDROPOWER PLANTSDAM DESIGN & HYDROPOWER PLANTS• IRRIGATIONIRRIGATION• RIVER MANAGEMENT AND PROTECTION FROM FLOODSRIVER MANAGEMENT AND PROTECTION FROM FLOODS• WATER TREATMENT & WATER SUPPLYWATER TREATMENT & WATER SUPPLY• WASTE WATERWASTE WATER TRE TREAATMTMEENNTT & SEWERAGE SYSTEMS& SEWERAGE SYSTEMS• INDUSTRIAL WASTEWATERINDUSTRIAL WASTEWATER• EENVIRONMENTAL IMPACT ASSESSMENT NVIRONMENTAL IMPACT ASSESSMENT • MUNICIPAL SOLID WASTE DISPOSAL & TREATMENTMUNICIPAL SOLID WASTE DISPOSAL & TREATMENT• GEOLOGY SERVICESGEOLOGY SERVICES• ECONOMIC AND FINANCIAL ANALYSISECONOMIC AND FINANCIAL ANALYSIS• PUBLIC AWARENESS CAMPAIGNSPUBLIC AWARENESS CAMPAIGNS

CONSULTING PLANNING AND DESIGNSUPERVISION AND CONSTRUCTION MANAGEMENT

COMPANY SERVICES

PREPARATION

• IDENTIFICATION STUDIES• MASTER PLANNING • FEASIBILITY STUDIES• PRELIMINARY DESIGN• FINAL DESIGN• DETAILED DESIGN• TENDER DOCUMENTS• ECONOMIC & FINANCIAL ANALYSIS

IMPLEMENTATION

ACTIVITIES

•TENDER EVALUATION

•PROJECT MANAGEMENT

•CONSTRUCTION MANAGEMENT

•TRAINING

•TECHNICAL SUPPORT

OUR MARKETS

CONSULTING PLANNING AND DESIGN

SUPERVISION & CONSTRUCTION MANAGEMENT

SERBIA X X X

MONTENEGRO X X X

IRAQ / KURDISTAN X X X

ETHIOPIA X X

CYPRUS X X

EGYPT X X

NIGERIA X

AZERBAIJAN X

AFGHANISTAN X

BOSNIA AND HERZEGOVINA

X X

CROATIA Local office

Arch DamsRockfill dams

Hydro Power Plants

DAMS & HYDROPOWER PLANTS

SELECTED COMPANY REFERENCES

Dokan

Taq Taq

Altun Kupri

Dibbis

M WL= ax 421.3

423.0 (m a.s.l.)

N =ormalWL 415.0

MinWL 380.0=

Sediment.L=360.0

6 milion m4 3

416 milion m 3

1 milion m900 3

2860

mili

on

m3

2380

mili

on

m3

478 milion m 3

SEDIMENT STORAGE

DEAD STORAGE

LIVE STORAGE

FLOOD STORAGE

• City Taq Taq, river Lesser Zab • Catchment 1,850 km2• Maximum flow 8,700 m3/s• Rockfill dam• Dam height 90 m, crest lenght 1900 m• Reservoir volume 2,900 mil m3• 3 water intake tunnels diameter 6 m• Installed capacity 270 MW, 3 turbines• Annual energy production 875 GWh• Investment cost 1,050 mil. USA $

Planning Study, Investigation Works, Preliminary Design for TAQ TAQ Dam - IRAQ

JV Partner: Stucky, ITSC Iraq

Pre-Feasibiity Study for new irrigation area close to TAQ TAQ Dam - IRAQ

• Study goal – reduction of negative impacts of re-setlement• Catchment area 1,850 km2• Maximum flow 8,700 m3/s• Dam height 90 m• Crest lenght 1,900 m• Irrigation area - Close to dam 6,300 h - Downstream of reservoir 8,965 ha• Investment cost 150 mil. USA $

Upgrading of Final Design and Tender Documents for BEKHME Dam - IRAQ

• Bekhme area, river Greater Zab• Catchment area 16,600 km2• Maximum flow 25,850 m3/s• Rockfill dam with central core• Dam height 230 m, crest lenght 600 m• Reservoir volume 2,900 mil m3• 3 water intake tunnels diameter 6 m• Installed capacity 1,500 MW, 3 turbines• Annual energy production 4,800 GWh• Investment cost 3,100 mil. USA $


Feasibility Study with Preliminary Design for Reduction of maximum operatin level of BEKHME Dam - IRAQ

• Bekhme, river Greater Zab• Catchment area 16,600 km2• Analysed 4 alternatives• Chosen Alternative

- Material rolled concrete - Dam height 170 m - Crest lenght 471 m - Installed capacity 840 MW• Annual energy 3,300 GWh

• Investment cost 3,500 mil. USA $

Planning Study, Preliminary Design and Final Design of BASSARA Dam - IRAQ

• Bassara dam on Taqwood Chai river• Catchment area 574 km2• Maximum flow 2,870 m3/s• Combined dam – rolled concrete and rockfill dam with central core• Dam height 67 m, crest lenght 285 m• Reservoir volume 2,900 mil m3• Installed capacity 4,8 MW• Irrigation area 2,900 ha• Investment cost 110 mil. USA $


Study of Maintenance, Control and Monitoring of Dams in Serbia

HeightNumber of Dams

> 50 m 7

30 – 50 m 11

15 – 30 m 10

Mekele Water Supply Development Project Giba Dam & Reservoir, Ethiopia

• Giba Dam reservoir shall satisfy water demand of Mekele town – 124,300 m3/day • Plant location is changed and plant elevation is increased• Review od Geology and geotechics reports• Layout optimisation of structures and Engineering planning design• Determination of optimum locaton of spillway• Design of the intake structure• Structural analysis and calculations • Tender Documents

Regional Systems Water Supply Systems

Treatment of Potable Water

WATER TREATMENT & WATER SUPPLY


Feasibility Study and Preliminary Design for Water supply of Vojvodina, Serbia (Kikinda, Zrenjanin, Becej i Novi Becej)

• Total capacity 1,200 l/s• Highly polluted water with Arsen and heavy metals• Analysed 12 alternatives

- Regional and local approach to problem - River bank filtration, infiltration, water intake on Tisa and slow sand fiters Chosen alternative - Upgrading of WTP Novi Becej - Central WTP for Becej and Zrenjanin - WTP for Kikinda• Process alternative – river bank filtration

• Total investment cost 70 mil. Euro

Final and Detailed Design for Water Intake and Pumping station Shark Diyalah, Iraq

• Total capacity 12,000 m3/h

• River water intake

• High pressure

• Pumping station

• 4 vertical turbine pumps

• In operation since 2007

Final and Detailed Design WTP Al-Refai, Iraq

• Total capacity 2,000 m3/h• River water intake and • Low pressure pumping station

• Water Treatment Plant: - Pre-chlorination, - Coagulation and flocculation - Sedimentation on Clarifloculators, - Rapid sand filters - Water Disinfection - Sludge thickening, - Chemical dosing• Transport pipelines and elevated steel

tanks 1137 m3 and 2270 m3

Preliminary Design for Upgrading of WTP Strand, Novi Sad, Vojvodina, Serbia

• Total capacity 5,400 m3/h• Ground water with heavy metals and organic material• Exisitng process:

- Aeration, - Filtration on sand filters - Desinfection

• New process units - Pre-ozonisation - Ozonisation - Adsorption on GAC

• Total capacity 4,200 m3/h • River water intake and low pressure pumping station

• Water Treatment Plant: - Pre-chlorination, - Coagulation and flocculation - Sedimentation on Clarifloculators - Rapid sand filters - Water Disinfection - Sludge thickening - Chemical dosing

• Transport pipelines 50 km

Final and Detailed Design, Procurement Specifications WTP Al-Faloujah, Iraq

Final and Detailed Design WTP Maady,Cairo, Egypt

• Total capacity 16,666 m3/h - 4 lines• Water intake from water reservoir• Process:

- Algae treatment - Coagulation & Flocculation - Lamella sedimentation with integrated Sludge thickening - Chemical dosing • Plant in operation since 2008

Start up Manual & Quality control of Equipment installation WTP Maady, Cairo, Egypt

• Inspection of civil works• Quality control of equipment installation• Start up and Operational Manual

Final Design of Regional Water Supply System for Montenegro Coastal area Continental and Coastal part

• Total capacity 5,400 m3/h • Water intake - Bolje Sestre• PS Bolje Sestre on water intake• WTP Bolje Sestre:

- Sand pressure filters - UV Disinfection

• Break pressure chamber Bolje Sestre• Pumping station Reljici • Reservoir Djurmani• Northern Branch – to PS Budva• Southern Branch - to PK Cafe• Analysis of pipeline material• Tender Specifications

Final Design of Regional Water Supply System for Montenegro Coastal areaContinental and Coastal part

Dokan WTP , pipeline and Pumping station Kurdistan Iraq Technical Assistance and Plant Upgrading

• Total capacity 12,000 m3/h • Raw water pumping station• Water Treatment Plant• 2 Pumping Stations• Master Balancing reservoir (MBR)• Transmission pipeline

Study on algae problem and water quality improvement limassol water treatment plant

• Plant capacity 40,000 m3/day• Water quality deterioration and earthy tasting tap water

The three stage concept was adopted:

I stageI stage - installation of ultrasound devices and chemical disinfection with the existing chlorination facilities II stageII stage, if the previous one fails, oxidation with Potassium permanganate III stageIII stage - disinfection with chlorine dioxide

Sewerage SystemsStorm Water Systems

Central WWTP

WASTEWATER TREATMENT & SEWERAGE SYSTEMS


Feasibility Study and Preliminary DesignWWTP VELIKO SELO - BEOGRAD, SERBIA

JV Partner: SOGREAH

• Central WWTP for municipal and pre- treated industrial wastewater• 1,600,000 PE, discharge in Danube• 270,480 m3/day• Primary, secondary and tertiary treatment, N and P removal, according to EU directives, sludge treatment and biogas production

• Analysed 3 process alternatives: - Convetional technology with anaerobic sludge treatment –Chosen alternative - Aerated biofilters - SBR process

• Investment cost 160 mil Euro (100 € / PE)

Feasibility Study and Preliminary DesignWWTP KRNJACA - BEOGRAD, SERBIA

• Central WWTP for municipal and pre-treated industrial wastewater• 120,000 PE, discharge in Danube• 18,300 m3/day• Primary, secondary treatment, uklanjanje N and P removal, according to EU directives, sludge treatment and biogas production

• Analysed 3 process alternatives: - Convetional technology with anaerobic sludge treatment – Chosen alternative - Aerated biofilters - SBR process

• Investment cost 19,4mil Euro (160 € / PE)

JV Partner: KOCKS consalt

Feasibility Study and Preliminary DesignWWTP OSTRUZNICA - BEOGRAD, SERBIA


• Central WWTP for municipal and pre-treated industrial wastewater 38,500 ES, discharge in Sava 10,460 m3/dan• Primary, secondary and tertiary

treatment (protection of Makis), N and P removal according to EU directives, sludge treatment and biogas production

• Analysed 3 process alternatives: - Activated Sludge process – Extended Aeration - SBR - Chosen alternative - Aerated biofilters

• Investment cost 8 mil Euro (160 € / PE)

Feasibility Study for Sewerage Systems for Munciipalities Herceg Novi, Kotor, Budva, Bar, Ulcinj and Cetinje,

MONTENEGRO

EXECUTED INVESTIGATION WORKS

• TOPOGRAPHY • INSPECTION OF SUB-MARINE OUTFOLLS - DIVING ACITIVITES

- Investigated 18 km of sea-outfolls• WASTEWATER FLOW MEASUREMENT• WASTEWATER QUALITY MEASUREMENT• INDUSTRY AND HOTELS ASSESSMENT


Feasibility Study for Sewerage Systems for Munciipalities Herceg Novi, Kotor, Budva, Bar, Ulcinj and Cetinje,

MONTENEGRO

0

2,000,000

4,000,000

6,000,000

8,000,000

10,000,000

12,000,000

14,000,000

16,000,000

18,000,000

Budva HercegNovi

Kotor Tivat Cetinje Bar Ulcinj

Eu

roInvestment costs (Large Variant)Investment costs (Small Variant)

PRIORITY MEASURES

SMALL ALT. - 22,7 mil. EuroLARGE ALT. - 46,8 mil. Euro


Final Design of Storm Drainage System, DAMATURU Town, NIGERIA

• Population 150,000 PE• Present drainage network in poor condition, floodings in the area• Topography investigation works• Final design of reconstruction of bed river• Hydraulic analysis for the reconstruction of culverts in the artificial bed and primary drainage mains• Hydraulic analysis for the reconstruction of primary, secondary and tertiary channels system• Investment cost 8,3 mil USA $

Pre-Feasibility Study and Basic Design for Sewerage Systems for Podgorica, MONTENEGRO

• Present status - 57 % of population connected to sewer system• Sewerage system will cover 252,000 PE in 2031 (population and industry)• Maximum sewerage system capacity 49,300 m3/day in 2031• Chosen alternative with one central WWTP location:• Investment cost for extension of sewerage newtork (new main sewers) and construction of the new WWTP is 125 mil Euro

ACTIVITIES• DATA COLLECTION AND • SITE RECONNAISANCE• WASTEWATER FLOW MEASUREMENT• WASTEWATER QUALITY MEASUREMENT• MATHEMATICAL MODEL OF • SEWER NETWORK • BASIC DESIGN• PRE-FEASIBILITY STUDY

Preliminary Design and Feasibility Study for WWTP Smederevo, Serbia

• Sewerage system will cover 100,000 PE in 2031 (population and industry)

• Maximum sewerage system capacity 34,700 m3/day in 2031

• Chosen alternative with SBR technology NDN

• Investment costs for

• WWTP is 16,000 mil Euro

Preliminary Design and Feasibility Study for WWTP Ulcinj, Montenegro

• Present status - 57 % of population connected to sewer system• Sewerage system will cover 100,000 PE in 2031 (population and industry)• Maximum sewerage system capacity 34,700 m3/day in 2031• Chosen alternative with SBR technology, NDN, tertiary treatment:• Investment costs for WWTP is 34 mil Euro

Preliminary Design,Feasibility Study, EIA Study, Urban development for Sewerage system and

WWTP Novi Pazar, Serbia

• Sewerage system will cover 187,000 PE in 2031 (population and industry)

• Maximum sewerage system capacity 42,500 m3/day in 2031

• Chosen alternative with conventional technology, NDN, sludge treatment:

• New forcemains 35 km Forcemains and sewer diameter 250 – 1200 mm

• Investment costs for WWTP and sewerage system is 50 mil Euro

Preliminary Design WWTP Novi Sad, Serbia

• Sewerage system will cover 450,000 PE in 2031 (population and industry)• Maximum sewerage system capacity 104,000 m3/day in 2031• Chosen alternative with conventional technology, NDN, sludge treatment:• Biogas utilisation 3.3 GW/h • Investment costs for WWTP is 60 mil Euro

Feasibility study/basic design and final design for construction of WW TP Vranjina, Montenegro

• ALTERNATIVE 1 - SBR• ALTERNATIVE 2A – VSB Vegetated submerged bed constructed wetlands • ALTERNATIVE 2B-FWS/SBR – Free water surface constructed wetlands and SBR

• Pre-treatment and Primary Treatment - Pumping station/ screen/Imhof tank

• Secondary treatment - Hybrid system - Horizontal constructed wetlands - Vertical constructed wetlands - Sludge treatment from Imhof tanka on vertical constructed wetland

INDUSTRIAL WASTEWATER

TREATMENT


Preliminary Design,EIA,Final Design,Tender Documents,Supervision of Construction Works CARNEX

Meat Industry, Serbia

• Rotary drum screens• DAF flotaiton units• SBR with bioaeration• Sludge treatment with hydrolize, aerobic digestion and dehydration on centrifuge• Investment costs for WWTP is 2,5 mil Euro• Consutruction works in progress

SOLID WASTE DISPOSAL & TREATMENT


Preliminary Design,EIA,Final Design,Tender Documents,Supervision of Construction Works

CARNEX Meat Industry, Serbia

• Design of closing the Grabovac and the Lovanja dumpsites, including installations for de-gasing• Emplacement of re-cultivation layer• Design of workchop for recycling material• Estimated costs:

- 310,000 Euro for Grabovac - Estimated cost 250,000 Euro for Lovanja

Final Design for landfills in Kotor and Niksic, Montenegro

• DETERMINATION OF FINAL LANDFILL LOCATIONS• DESIGN OF ENTRANCE – EXIT ZONE AND • DEPOSITION ZONE • DESIGN OF DRAIN WWTP• DESIGN OF RECYCLING CENTER• DESIGN OF BORROWING PITS FOR INERT MATERIAL• SPECIFICATION AND BoQ

NOVA VAROS, PRIJEPOLJE, PRIBOJNOVA VAROS, PRIJEPOLJE, PRIBOJ 90,000 inhabitants 90,000 inhabitants

• Component 1: Study on collecting, separation , transporting and recycling of municipal solid waste

• Component 2 : Landfill management plan including decommissioning and aftercare

• Component 3: Management Survey including a needs assessment and training recommendations

Investment costs: 2,8 mil Euro

Feasibility study for regional waste landfil Banjica, Serbia

Regional waste management plan and dumpsite closure master plan for the Duboko region Serbia

ARILJE, BAJINA BASTA, CACAK, CAJETINA, IVANJICA, KOSJERIC, ARILJE, BAJINA BASTA, CACAK, CAJETINA, IVANJICA, KOSJERIC, LUCANI, POZEGA, UZICE - LUCANI, POZEGA, UZICE - 300,000 inhabitants300,000 inhabitants

• Regional Waste Management Plan • Dumpsite Closure Master Plan Report including Financing plan • Detailed Design for dumpsites closure for the stakeholders municipalities• Waste awareness campaign strategy and implementation

Investment costs: 30 mil Euro

RIVER MANAGEMENT AND PROTECTION FROM FLOODS


Preliminary and Final Design for Embankment Ada Ciganlija Beograd - SERBIA

• Zone surface 208 ha• Flooding protection with embankment of 7,3 km• Proposed to increase and enlarge existing embankment• Height increased from 1,3 m to 1,5 m• Average embankment height 5 m• Embankemtn height above the maximum water level 1,3 m• Investment cost 5 mil Euro

Preliminary Design for Upgrading of Embankment beteen Sava river and Drina river - Macva - SERBIA

• Flooding protection of agricultural land with embankment of 64 km

• Increasing of embankment height and widening

• Height increase 0,4 m to 1,2 m

• Investment 14 mil Euro

Preliminary Design for upgrading of Embankment of river Tamnava in Obrenovac - SERBIA

• Dislocation and regulation of 1,4 km of embankment due to road construction• Newly designed channel – bottom width 1,5 m, slope 1:1,5• Software HEC RAS applied for calculation• Investment 400,000 Euro

River Management for Moraca River, Montenegro – Final Design

• River management, Floods protection, • Rehabilitation of devastated agricultural land, • Determination of build up material quantity on yearly basis and protection of groundwater sources

Investment costs: 65 mil Euro

• Hydro morphological analysis of the river bed

• Hydraulic analysis and river training

• Prediction of the sediments transport behaviour of the river bed and mathematical modelling

• Analysis of winds and wave influence to sediments

• Design of river capital dredging works, training works and maintenance dredging for selected locations to improve navigation conditions

• Analysis of groynes and chevrons to reduce dredging

• Establishment of monitoring program

River Management for Bojana River in delta to Adriatic Sea, Montenegro – Final Design

River Management for Moraca River, Montenegro – Final Design

• EBRD Loan• Investigation of agregate markets and actual price structure for agregates• Production and Investment costs for different gravel type and comparison• Developmet of economic scenarios for aggregate production and transport to supply present and future demand centres


ENVIRONMENTAL IMPACT ASSESSMENT STUDIES


Environmental Impact Assessment Studies

• Dams and reservoirs• Water Treatment Plants and regional water supply systems• Wastewater Treatment plants and sewerage systems• Industrial WWTPs• River management• Solid waste disposal

SUPERVISION OF CONSTRUCTION WORKS


Regional Water Supply Systems Treatment of Potable Water

Pumping Stations

Supervision of Construction Works of Regional Water Supply System for Montenegro Coast

NORTHERN PART (2008 – 2010)

• Supervision of Construction of pipeline from reservoir Djurmani to BPC Perazica Do – LOT 1, • Supervision of Construction of pipeline from BPC Perazica Do to PS Budva – LOT 2• CCTV inspection of the pipe condition• FIDIC Training • EBRD funds• Civil Works 15 mil Euro

JV Partner: Scott Wilson



• Construction of pipeline from reservoir Djurmani to breaking chamber Perazica Do – LOT 1, including supply, installation and construction of the gravity DCI pipeline in diameter of 900mm and in total length of 11.500m.

• The pipeline would be located in the coastal part between Sutomore and Petrovac



• Construction of pipeline from breaking chamber Perazica do to pump station Budva – LOT 2, including supply, installation and construction of the gravity main from Petrovac to Budva:

- DCI pipeline in diameter of 800mm and in total length of 7.500m, - DCI pipeline in diameter of 700mm and in total length of 2.000m and - GRP pipeline in diameter of 700mm and in total length of 4.500m

• CCTV inspection of the pipe condition – In order to define the conditions of the pipeline, CCTV inspection will be performed in the part of the pipeline between Budva and Tivat (steel pipeline, 20 km in length, diameter 550mm and 500mm)

• Replacement and rehabilitation of the damaged parts of the pipeline between Budva and Tivat, modernization of the Budva PS and reservoirs





MONTENEGRO COAST HIOGHWAY



RAFAILOVICI RESORT

WORLD BANK CONTRACT – FIDIC CONDITIONSWORLD BANK CONTRACT – FIDIC CONDITIONS

• PART 1 - CONTINENTAL PIPELINES - LOT 1 - Construction of the Continental Branch - inland pipelines - LOT 2 - Construction of the Continental Branch - underwater pipelines

• PART 2 - SOUTHERN BRANCH PIPELINES - Construction of the southern branch Reservoir Djurmani - Bar

• PART 3 – THE FACILITIES - LOT 1 – Construction of the water production facility Bolje Sestre - LOT 2 – Construction of the pumping station Reljici, surge tank Reljici, and completion of the Reservoir Djurmani


CONTINENTAL AND SOUTHERN PART (2008-2010)

Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND

SOUTHERN PART (2008-2009)

Part 1 LOT 1 - Construction of the Continental Branch - inland pipelines – including the supply, installation and construction of

- Gravity GRP pipeline in diameter of 1000 mm and in total length of 11,000 m - Gravity GRP pipeline in diameter of 1100 mm and in total length of 5,000 m - Pressure steel pipeline in diameter of 2 x 700 mm and in total length of 1,000 m



Part 1 LOT 2 - Construction of the Continental Branch - underwater pipelines

- Gravity GRP pipeline in diameter of 1000 mm and i total length of 11,000 m - 2 parallel steel pipelines in diameter of 800 mm and 700 mm and in total length of 8,600 m. - The pipelines would be located in the area of Malo Blato and Scadar Lake (Railway station Zeta Virpazar)



PART 2 – CONTINENTAL PART

Construction of the southern branch to from Reservoir Djurmani to Bar including supply, installation and construction of gravity steel pipeline in diameter of 700 mm and in total length of 16,700 m.

The pipeline will be located in the costal area between Canj and Bar



CONTINENTAL PART

OF

WATER SUPPLY SYSTEM

- PART 2 – CONTINENTAL PART Construction of the southern branch to from Reservoir Djurmani to BarConstruction of the southern branch to from Reservoir Djurmani to Bar including supply, installation and construction of gravity steel pipeline in diameter of 700 mm and in total length of 16,700 m. The pipeline will be located in the costal area between Canj and Bar





SOUTHERN PART

PART 3 LOT 2 – Construction of the - pumping station Reljici, - surge tank Reljici, - rehabilitation and completion of the Reservoir Djurmani, including supply, installation and construction of necessary equipment





PART 3 LOT 1 – Construction of the water production facility Bolje Sestre



WTP BOLJE SESTRE - 3 D model



WTP BOLJE SESTRE

YOUR QUESTIONS

IK Consulting Engineers Ltd Company Presentation.

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Transcript of IK Consulting Engineers Ltd Company Presentation.