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IK Consulting Engineers Ltd Company Presentation.

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Presentation on theme: "IK Consulting Engineers Ltd Company Presentation."— Presentation transcript:

1 IK Consulting Engineers Ltd Company Presentation

2 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

3 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

4 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

5 SUMMARIZED BALANCE SHEET 201120102009 EUR Fixed assets98,71951,48065,013 Current assets516,872503,468589,099 Total assets615,591554,948654,112 Equity481,198507,364559,106 Long term, short term liabilities and reserves 134,393 47,58495,006 Total liabilities615,591554,948654,112

6 201120102009 EUR Incomes1,380,0291,512,0981,501,375 Expenses1,332,9451,481,7561,468,908 PBT47,08430,34232,467 Tax2,5293,0361,797 PAT44,55427,30630,670 SUMMARIZED INCOME STATEMENT

7 ORGANISATION CHART

8 PERMANENT EMPLOYEES SPECIALITYNUMBER 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

9 EMPLOYEES PROFILE AVERAGE AGE, YEARS41 AVERAGE SENIORITY, YEARS15 SHARE OF WOMEN, %40 PROJECT MANAGER CAPACITY ALL PROJECTS, %46 MAJOR PROJECTS ( > 0.5 MIL EURO), %26 INTERNATIONAL EXPERIENCE, %57

10 DAM DESIGN & HYDROPOWER PLANTS DAM DESIGN & HYDROPOWER PLANTS IRRIGATION IRRIGATION RIVER MANAGEMENT AND PROTECTION FROM FLOODS RIVER MANAGEMENT AND PROTECTION FROM FLOODS WATER TREATMENT & WATER SUPPLY WATER TREATMENT & WATER SUPPLY WASTE WATER TREATMENT & SEWERAGE SYSTEMS WASTE WATER TREATMENT & SEWERAGE SYSTEMS INDUSTRIAL WASTEWATER INDUSTRIAL WASTEWATER ENVIRONMENTAL IMPACT ASSESSMENT ENVIRONMENTAL IMPACT ASSESSMENT MUNICIPAL SOLID WASTE DISPOSAL & TREATMENT MUNICIPAL SOLID WASTE DISPOSAL & TREATMENT GEOLOGY SERVICES GEOLOGY SERVICES ECONOMIC AND FINANCIAL ANALYSIS ECONOMIC AND FINANCIAL ANALYSIS PUBLIC AWARENESS CAMPAIGNS PUBLIC AWARENESS CAMPAIGNS CONSULTING PLANNING AND DESIGN SUPERVISION AND CONSTRUCTION MANAGEMENT COMPANY SERVICES

11 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

12 OUR MARKETS CONSULTINGPLANNING AND DESIGN SUPERVISION & CONSTRUCTION MANAGEMENT SERBIAXXX MONTENEGROXXX IRAQ / KURDISTANXXX ETHIOPIAXX CYPRUSXX EGYPTXX NIGERIAX AZERBAIJANX AFGHANISTANX BOSNIA AND HERZEGOVINA XX CROATIALocal office

13 Arch Dams Rockfill dams Hydro Power Plants DAMS & HYDROPOWER PLANTS SELECTED COMPANY REFERENCES

14 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

15 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 $

16 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 $ JV Partner: Stucky, ITSC Iraq

17 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 $

18 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 $ JV Partner: Stucky, ITSC Iraq

19 Study of Maintenance, Control and Monitoring of Dams in Serbia Height Number of Dams > 50 m7 30 – 50 m11 15 – 30 m10

20 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

21 Regional Systems Water Supply Systems Treatment of Potable Water WATER TREATMENT & WATER SUPPLY SELECTED COMPANY REFERENCES

22 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

23 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

24 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

25 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

26 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

27 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

28 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

29 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

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

31 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

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

33 Sewerage Systems Storm Water Systems Central WWTP WASTEWATER TREATMENT & SEWERAGE SYSTEMS SELECTED COMPANY REFERENCES

34 Feasibility Study and Preliminary Design WWTP 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)

35 Feasibility Study and Preliminary Design WWTP 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

36 Feasibility Study and Preliminary Design WWTP OSTRUZNICA - BEOGRAD, SERBIA JV Partner: KOCKS consalt 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)

37 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 JV Partner: KOCKS consalt

38 Feasibility Study for Sewerage Systems for Munciipalities Herceg Novi, Kotor, Budva, Bar, Ulcinj and Cetinje, MONTENEGRO PRIORITY MEASURES SMALL ALT. - 22,7 mil. Euro LARGE ALT. - 46,8 mil. Euro JV Partner: KOCKS consalt

39 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 $

40 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

41 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

42 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

43 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

44 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

45 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

46 INDUSTRIAL WASTEWATER TREATMENT SELECTED COMPANY REFERENCES

47 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

48 SOLID WASTE DISPOSAL & TREATMENT SELECTED COMPANY REFERENCES

49 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

50 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

51 NOVA VAROS, PRIJEPOLJE, PRIBOJ 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

52 Regional waste management plan and dumpsite closure master plan for the Duboko region Serbia ARILJE, BAJINA BASTA, CACAK, CAJETINA, IVANJICA, KOSJERIC, LUCANI, POZEGA, UZICE - 300,000 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

53 RIVER MANAGEMENT AND PROTECTION FROM FLOODS SELECTED COMPANY REFERENCES

54 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

55 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

56 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

57 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

58 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

59 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 JV Partner: KOCKS consalt

60 ENVIRONMENTAL IMPACT ASSESSMENT STUDIES SELECTED COMPANY REFERENCES

61 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

62 SUPERVISION OF CONSTRUCTION WORKS SELECTED COMPANY REFERENCES Regional Water Supply Systems Treatment of Potable Water Pumping Stations

63 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

64 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast NORTHERN PART (2008 – 2009) 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

65 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast NORTHERN PART (2008 – 2009) 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

66 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 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast NORTHERN PART (2008 – 2009)

67 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast NORTHERN PART (2008 – 2009) MONTENEGRO COAST HIOGHWAY

68 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast NORTHERN PART (2008 – 2009) RAFAILOVICI RESORT

69 WORLD 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 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2010)

70 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

71 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) 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)

72 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) 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

73 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2010) CONTINENTAL PART OF WATER SUPPLY SYSTEM

74 - 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 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009)

75 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) SOUTHERN PART

76 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 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009)

77 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) PART 3 LOT 1 – Construction of the water production facility Bolje Sestre

78 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) WTP BOLJE SESTRE - 3 D model

79 Supervision of Construction Works of Regional Water Supply System for Montenegro Coast CONTINENTAL AND SOUTHERN PART (2008-2009) WTP BOLJE SESTRE

80 YOUR QUESTIONS


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