0806 sarikamis - cibiltepe tourism center -...
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0806 Sarikamis - Cibiltepe Tourism CenterNew Hotels Area Sewage, Water Supply Systems and Culture/Sports Complex Detailed EngineeringSarikamis District of Province (2008)
0715 Shaqlawa and Salahaddin Cities Water Supply System - IRAQ100,000 cum/day Water Supply System Basic EngineeringArge Construction Inc. (2007)
0702 Oguz - Gabala - Baku Water Pipeline - AZERBAIJAN251 km DN 2000 mm Water Pipeline Detailed EngineeringHTG Hazinedaroglu-Tekser-Gence Korpu Joint Venture (2007 - 2009)
0521 Bursa BURKAY-4 Sewage and Storm Water Systems244 km Sewerage and Storm Water Systems Detailed EngineeringBursa Metroplitan Municipality (2005 - 2006)
0509 Mergasur Water Supply System - IRAQ32.500 cum/day Water Supply System Detailed EngineeringArge Construction Inc. (2005 - 2007)
0503 Bursa Demirtas Organized Industrial Zone Infrastructure SystemsInternal Roads 8, 10, 15, 20 m Width Total 4440 m, Sewage Network 300, 400, 500, 600, 800 mm HDPE Total 2500 m, Storm WaterNetwork 300, 400, 500, 600, 800, 1000 mm HDPE Total 3340 m Detailed EngineeringDemirtas Organized Industrial Zone Directorate (2005)
9718 Usak, Esme and Alahabali Towns Water Supply System40 km Main and 152 km Distribution Network Detailed EngineeringGeneral Directorate of Rural Affairs (1997 - 1998)
9710 Konya Main Airforce Base Sewage System15,130 m Long and 300 - 800 mm Dia. Sewage Network Detailed Engineering and Construction SupervisionMinistry of Defense (1997 - 1998)
9704 Adapazari Cark Creek Rehabilitation8 km Main Collector and Rehabilitation of Cark Creek Detailed EngineeringMetis Construction Inc. (1997)
9603 Siverek Sewage Network and Wastewater Treatment Plant404 km Network and Wastewater TP Detailed EngineeringPrime Ministry GAP Administration Directorate (1996 - 2001)
9402 Golcuk Konca Fire Water Pipeline Renewal1,475 m 8 inch and 1,700 m 6 inch Fire Water Pipelines, Fire Hydrants and Cathodic Protection System Detailed Engineering andConstruction SupervisionMinistry of Defense (1994 - 1995)
9102 Karadeniz Eregli Han Stream Concrete Channel200 m Concrete Channel on Han Stream Detailed Engineering and Construction Supervision Ministry of Defense (1991 - 1992)
8901 Iskenderun Sewage System and Waste Water TreatmentSewage System and Wastewater TP Construction SupervisionIskenderun Municipality (1989 - 1992)
8706 Icel, Erdemli and Silifke Towns Water Supply System
Water Supply and Wastewater
369 km Main and 244 km Distribution Network and Water Intake Structure Detailed Engineering General Directorate of Rural Affairs (1987 - 1988)
8705 Samsun, Bafra and Alacam Towns Water Supply System236 km Main and 173 km Distribution Network, Water Intake Structure Detailed EngineeringGeneral Directorate of Rural Affairs (1987)
8604 Istanbul Darlik Dam and Facilities113.000.000 cum Reservoir Dam and Pump Station Construction SupervisionIstanbul Metropolitan Municipality (1986 - 1990)
8603 Istanbul Omerli Raw Water Treatment Facility UpgradeCapacity Increase of the Existing Raw Water Treatment Facility from 300,000 cum/day to 500,000 cum/day and Raw WaterPipeline Detailed Engineering Istanbul Metropolitan Municipality (1986 - 1987)
8501 Cukurova Metropolitan Region Urban Development ProjectRenewal of Water, Sewerage and Transportation Systems at Cities Mersin, Tarsus, Adana, Ceyhan and Iskenderun FeasibilityStudies, Economical and Financial Analysis and Basic EngineeringState Planning Organization (1985 - 1987)
7601 Istanbul Bosphorous Subsea PipelineConstruction of 2 each Steel Water Pipeline at İstanbul Bosphorus Between Sarayburnu and Salacak, 1800 m Long, API 5L X42,1000 mm Diameter, 17.48 mm Wall Thickness, Interior Epoxy External PE Insulated, Laying of Pipes at Sea Bottom in Trench atMaximum 50 Depth, Cathodic Protection System and Hydrostatic Tests at 25 bar Detailed Engineering and ConstructionSupervisionGeneral Directorate of State Hydraulic Works (1976 - 1978)
7303 Istanbul Sewerage ProjectRenewal of Sewerage System Detailed EngineeringGeneral Directorate of Province Bank (1973 - 1976)
1103 Trabzon Water Treatment Plant Rehabilitation330,000 cum/day Capacity Water Treatment Plant Rehabilitation Detailed EngineeringGeneral Directorate of State Hydraulic Works (2011)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringCost EstimationsTender DocumentationConstruction SpecificationsGeophysical Studies
0806 - Sarikamis - Cibiltepe Tourism Center
Client: Sarikamis District of Province
Start - Finish: 2008 - 2008
Alone or Joint-Venture: Alone
Detailed Description
Sarikamis Cibiltepe Tourism CenterNew Hotels Area Infrastructure and Superstructure Facilities
Sewage Network (12,000 m)
Potable Water Network (11,000 m)
Wastewater Treatment Plant4 each Facultative Aerated Ponds (60 m x 18 m x 3 m)1 each Coarse Grid, 1 each Fine Grid 1 each Sand Filter, 1 each FlowmeterFlow Dispensing and Collecting StructuresAdministration and Guard BuildingsPower Supply, 50 kVA Transformer and Generator3,000 m Access Road
Culture and Sports Complex for 10,000 Person(11,000 sqm, Reinforced Concrete Structure with Steel Roof)Meeting Room, Cafeteria, Restaurant, Movie Theater, Infirmary, Shopping Center, Ice Skating Track and Sports Hall
1,000 sqm Ice Skating Track7,500 sqm Walkways6,100 sqm Open Sports Area (Grass)3,300 sqm Open Sports Area (Asphalt)800 sqm Open Sports Area (Race Track)5,100 sqm Gardens34,500 sqm Paved Areas5,700 sqm Asphalt Parking Lots2,500 sqm Retaining Wall34.5 kV Power Supply (1250 kVA Transformer, 1100 kVA Generator, 80 kVA UPS)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysBasic EngineeringCost Estimations
0715 - Shaqlawa and Salahaddin Cities Water Supply System - IRAQ
Client: Arge Construction Inc.
Start - Finish: 2007
Alone or Joint-Venture: Alone
Detailed Description
Great Zap River Raw Water Intake Structure (100,000 m3/day)Raw Water Intake Structure (100,000 m3/day)Raw Water Pump Station Building (5,112 m3/h)LV Switchgear / Generators (3,200 kVA)
Water Treatment Plant and Pump Station PS-1 (100.000 m3/day)Grit Chamber, Aeration, Coagulation, Floculation UnitsRecovered Effluent Pump StationSedimentation Tanks (5 each)Sludge Thickening Tank Filter Building (5 m3/m2/hr)Treated Water Storage Tank (5,100 m3)Pump Station Building (5,400 m3/h)Chemical and Chlorine BuildingsService Water Tank (250 m3)Sludge LagoonsLV Switchgear / Generators (8,000 kVA)Administration Building
Pump Station PS-2Water Storage Tank (5,100 m3)Pump Station Building (2,700 m3/h + 2,610 m3/h)LV Switchgear / Generators (8,000 kVA)
Pump Station PS-3Water Storage Tank (5,100 m3)Pump Station Building (2,700 m3/h)LV Switchgear / Generators (4,000 kVA)
Pump Station PS-4Water Storage Tank (3,200 m3)Pump Station Building (2,664 m3/h)LV Switchgear / Generators (3,200 kVA)
Pump Station PS-5Water Storage Tank (3,200 m3)Pump Station Building (2,376 m3/h)LV Switchgear / Generators (3,200 kVA)
Main Water ReservoirsSalahaddin Main Water Reservoir (25,000 m3)Shaqlawa Main Water Reservoirs (3x10,000 m3)Water Storage Tanks at Villages (10 each, Total 6,600 m3)
Ductile Cast Iron Pipelines1000 mm DCI Pipelines (23 km)800 mm DCI Pipelines (30 km)600 mm DCI Pipelines (1 km)400 mm DCI Pipelines (2 km)300 mm DCI Pipelines to Village Storage Tanks (8 km)100 mm DCI Pipelines to Village Storage Tanks (17 km)
Power Supply to Facilities33 KV MV Overhead Transmission Lines (48 km)33 KV MV Switchgear Buildings at Facilities33/0.4 KV MV Switchgear Systems at Facilities (Total 30,000 kVA)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringConstruction Shop DrawingsStart-up InspectionsCommissioningProcurement DocumentationAs-Built Documentation
0702 - Oguz - Gabala - Baku Water Pipeline - AZERBAIJAN
Client: HTG Hazinedaroglu-Tekser-Gence Korpu Joint Venture
Start - Finish: 2007 - 2009
Alone or Joint-Venture: Alone
Detailed Description
Oguz - Gabala - Baku Water Pipeline (OGB-3)Water Supply to City of Baku (Facilities at 190 m Elevation) from the Underground Wells at OguzRegion (410 m Elevation) with Total 251 km, DN 2000 mm (5 cum/sec) GRP and STEEL Pipes
Main Pipeline - 251 kmDN 2000 GRP Pipe - 197 kmDN 2000 STEEL Pipe - 54 kmPressure Classes - PN 10, PN 16, PN 20, PN 25
Pipeline StructuresFlow Control Valve Station (FCV)Pressure Break Chamber (PBC)Pressure Control Valve Station (PCV)Flowmeter Valve Pit (8 each)Air Release Valve Station (135 each)Water Discharge Valve Station (169 each)
Pipeline CrossingsRiver Crossing (12 each)Road Crossing (9 each)Oil / Gas Pipeline Crossing (14 each)Fault Line Crossing (8 each)
Overflow Discharge LinesPirsaat Overflow Discharge Line DN 2000 mm GRP Pipe - 615 mJeyranbatan Overflow Discharge Line DN 2000 mm GRP Pipe - 4,196 m
Facilities at +190 m ElevationPressure Break Chamber, Chlorination Building, Administration Building, Workshop and StorageBuilding, Open Material Storage, Guard House, Power Supply and Transformer Station (400 kVA)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesBasic EngineeringDetailed EngineeringCost Estimations
0521 - Bursa BURKAY-4 Sewage and Storm Water Systems
Client: Bursa Metropolitan Municipality
Start - Finish: 2005 - 2006
Alone or Joint-Venture: Alone
Detailed Description
Gemlik Sewage and Stormwater SystemNiluferkoy Sewage and Stormwater SystemSukriyekoy Sewage SystemAyvalidere, Ayaftama Creek and Gemlik Carsi Channel Partial Rehabilitation SystemGemlik 2 each Sewage and 1 each Stormwater Booster Pump Stations
Sewage SystemPipe Diameter : Between 200 mm-1000 mm First Stage Network : 114,27 kmSecond Stage Network : 66,67 km
Stormwater SystemPipe Diameter : Between 400 mm-1800 mmFirst Stage Network : 45,66 kmSecond Stage Network : 10,52 km
Creek Rehabilitation SystemTotal Creek Rehabilitation : 8,31 km
Booster Pump Stations2 each First Stage Sewage Booster Pump Station1 each First Stage Stormwater Booster Pump Station
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringConstruction Shop DrawingsGeophysical Studies
0509 - Mergasur Water Supply System - IRAQ
Client: Arge Construction Inc.
Start - Finish: 2005 - 2007
Alone or Joint-Venture: Alone
Detailed Description
INTAKE STRUCTURE on BARDARI SPRINGS (32.500 cum/day)Intake Basin (246 sqm)Pump House and Storage Tank (400 sqm)Guard Room, Generator Building, Access Road
INTAKE STRUCTURE on CHAMA RIVER (32.500 cum/day)Intake Structure (Diversion Weir)Pump House and Storage Tank (400 sqm)Guard Room, Generator Building, Access Road
CHAMA WATER TREATMENT PLANT (32,500 cum/day)Administration Building (197 sqm), Water Storage Tank (4,500 cum)Pump House (370 sqm), Reception and Guard Room (45 sqm)Generator Building (163 sqm), Car Parking Garage (90 sqm) Filter Building (556 sqm), Chlorination Building (259 sqm), Chemical Building (580 sqm)Sedimentation Tanks (2 each, 26 m dia , 8.5 m height, 4,690 cum)Staff Houses (4 each x 200 sqm), Access Road
KANI LINJ PUMP STATIONWater Storage Tank (2,750 cum), High Lift Pump Station (425 sqm)Guard Room, Generator Building, Car Parking Garage, Access Road
MALASUWAR PUMP STATIONWater Storage Tank (2,000 cum), High Lift Pump Station (320 sqm)Guard Room, Generator Building, Car Parking Garage, Access Road
MERGASUR MAIN STORAGE TANKWater Storage Tank (4,000 cum), Generator Shed (10 sqm)Guard Room, Car Parking Garage, Access Road
BERSIAW MAIN STORAGE TANKWater Storage Tank (2, 700 cum)Guard Room, Car Parking Garage, Generator Shed, Access Road
BANA MAIN STORAGE TANKWater Storage Tank (2,700 cum)Guard Room, Car Parking Garage, Generator Shed, Access Road
PIPELINESMain, Sub-Main and Branch Pipelines to VillagesDuctile Iron Pipes Class=K9100,150,200,250,300,500 and 600 mm diameter30.8 km Forced Lines, 80.2 km Gravity LinesPipelines Plan and Profiles, Hydraulic ProfilesAppurtenant Structures, Discharge Lines, Thrust Blocks and Crossing StructuresWater Hammer Calculations of Forced Main Lines
WATER STORAGE TANKS in VILLAGESType 1 Storage Tank 26 Each ( 89 cum)Type 2 Storage Tank 10 Each (223 cum)Type 3 Storage Tank 6 Each (315 cum)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringConstruction Specifications
9704 - Adapazari Cark Creek Rehabilitation
Client: Metis Construction Inc.
Start - Finish: 1997
Alone or Joint-Venture: Alone
Detailed Description
Main Collector Line, 8 km Long and 2.4 m Diameter and ManholesConstruction of 5 each 10 m Long Bridge on the Cark RiverRehabilitation of Cark River With Concrete Pavement and Rip-RapsConstruction of 5 mt Wide Pedestrian Walkways on Each Side of the Cark River
Water Supply and Wastewater
Services Provided By ESEREconomic and Financial AnalysisEnvironmental Impact StudyTopographical SurveysGeotechnical StudiesDetailed EngineeringCost EstimationsTender DocumentationConstruction SpecificationsGeophysical Studies
9603 - Siverek Sewage Network and Wastewater Treatment Plant
Client: Prime Ministry GAP Administration Directorate
Start - Finish: 1996 - 2001
Alone or Joint-Venture: Alone
Detailed Description
Sewage and Wastewater Network
Network Lines (401,382 m)Collector Line (772 m)Parcel Connections (121,500 m)Network Inspection Chimneys (11,136 each)Collector Chimneys (7 each)
Stormwater Network
Network Lines (3,060 m)Network Inspection Chimneys (76 each)Stormwater Inlets (200 each)Stormwater Inlet Connections (800 m)
Wastewater Treatment Plant (66,586 cum/day Capacity)
Administration and Workshop Building (96 sqm)Guard House (12 sqm)4 each Anaerobic Basin (123 m x 58 m)2 each Aerification and Sedimentation Basin (72 m x 22 m)6 each Facultative Stabilization Basin 1.st Step (154 m x 84 m)2 each Facultative Stabilization Basin 2.nd Step (154 m x 89 m)2 each Sludge Lagoon (95 m x 70 m)
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringCost EstimationsTender DocumentationTender EvaluationConstruction SpecificationsProject ManagementConstruction ManagementStart-up InspectionsCommissioningGeophysical Studies
8901 - Iskenderun Sewage System and Waste Water Treatment
Client: Iskenderun Municipality
Start - Finish: 1989 - 1992
Alone or Joint-Venture: Alone
Detailed Description
The project was financed by World Bank within the scope of Cukurova Urban Development Projectand completed by taking into consideration 438,030 population of Iskenderun at year 2020. All theengineering works for the following items have been approved by World Bank
Sewage System
140,199 m, 200 mm - 600 mm Concrete Pipe Laying5,441 m, 700 mm - 900 mm Concrete Pipe Laying5,082 each Vent3,665 each Service Connection3 each 140 lt/sec, h=13 m, Underground Pumping Station with Centrifuge Pump15/0.4 kV, 160 kVA Transformer Station with Diesel-Generator
Stormwater Drainage System
28,570 m, 200 mm - 600 mm Concrete Pipe Laying3,600 m, 700 mm - 900 mm Concrete Pipe Laying20,723 m, 160 mm PVC Pipe Laying801 each VentConcrete Drainage Channels4 each 475 lt/sec, h=7 m, Underground Pumping Station with Centrifuge Pump3 each 390 lt/sec, h=6.5 m, Underground Pumping Station with Centrifuge Pump2 each 400 lt/sec, h=6 m, Underground Pumping Station with Centrifuge Pump15/0.4 kV, 315 kVA Transformer Station with Diesel-Generator
Waste Water Treatment Plant
Waste Water Treatment Plant for 438,030 Population of Iskenderun at Year 2020.
Water Supply and Wastewater
Services Provided By ESERGeotechnical StudiesTender EvaluationConstruction SupervisionProject ManagementConstruction ManagementContract ManagementStart-up InspectionsCommissioning
8604 - Istanbul Darlik Dam and Facilities
Client: Istanbul Metropolitan Municipality
Start - Finish: 1986 - 1990
Alone or Joint-Venture: Alone
Detailed Description
Rock Fill Embankment Dam With 113.000.000 cum Reservoir Capacity
Dam Body Cret : Elevation 57.50 m , Width 10 m, Length 308 mThalweg Elevation : 10 mBody Heigth From Thalweg : 47.50 mBody Heigth From Base : 73.50 mMaximum Width at Base : 180 mMaximum Water Level : 55.42 m
SpillwayType : Free Opposite ReceivingAccess Channel Bottom Elevation : 51 mProject Flow : 382 cum/secUnloading Channel : Rectangle Type, Width 30 mEnergy Breaking Pool : Type 2 Gear (USBR), Length 21.96 mOutlet Channel : Trapesoidal Type, Width 40 m
Derivation TunnelCylindirical Concrete Encased Type, Interior Dia.3 m, Length 256 m
Bottom SpillwayMaximum Capacity : 22.95 cum/secPipe : Interior Dia. 1.30 m, Length 79 m
Pump Station and Water Intake Structure:Water Intake Capacity : 346.000 cum/dayType : Tower in WaterPump Station Top Elevation : 58 mPump-Motor Groups : 6 each, 2,000 kW, 1,450 rpm Water Pres. Heigth and Flow : 150 m, 4 cum/secAccess Bridge : Length 28 m, Width 6 mPump Station Control Building : Two Flats, 610 sqm
Air Furnaces : 2 each, Interior Dia. 2 m, Heigth 6 mBalance Shaft : 1 each, Cylindirical Reinforced Concrete, Interior Dia. 8 m, Heigth 21 m
Main Water Transfer LineSpiral Welded Steel Pipe, Grade St 37.2, Interior Dia. 1,800 mm, Wall Thickness 14.25 mm,Length 4,788 m
Water Transfer TunnelCylindirical Reinforced Concrete Tunnel, Interior Dia. 4 m, Length 1,574 m, Capacity 17.11cum/sec
Power Supply2 each 34.5/6.3 kV ,12.5 MVA Transformer and MV and LV Switchgear Systems
Water Supply and Wastewater
Services Provided By ESERTopographical SurveysGeotechnical StudiesDetailed EngineeringCost EstimationsTender DocumentationConstruction SpecificationsGeophysical Studies
8603 - Istanbul Omerli Raw Water Treatment Facility Upgrade
Client: Istanbul Metropolitan Municipality
Start - Finish: 1986 - 1987
Alone or Joint-Venture: Alone
Detailed Description
Raw Water Treatment Facility (500,000 cum/day) :
Entrance and Aeration System Rapid Mixers8 each Sedimentation Tank24 each Rapid Sand Filter Treated Water Storage Tank Administrative Building Chemical Building Chlorination Building Filter Pressure Unit
Raw Water Pipeline :
1,000 m Long, 2200 mm Diameter Steel Raw Water Pipeline
Water Supply and Wastewater