1. Water and Wastewater Master Plan For Greater Baku 2. Feasibility Study For Improvement Of Baku Wastewater System 3.Tehran Water Systems Telemetry And Tele-Control Project 4. Construction Of Watercourse For Hishkaro River & Main Sewerage Collector Project 5. IRAQ NEEDS ASSESSMENT STUDY (WATER SECTOR) 6. Aqaba Water & Wastewater Facilities 7. Ayla Oasis Development 8. Dana Village Water Supply, Sewerage & Constructed Wetland STP Project 9. Dead Sea Golf and Resort Beach 10. Deir Allah – Dabouq Water Pipeline 11. Wastewater Master Plan & Studies Prepared for Greater Amman Area 12. Filtration Grids At Kac Turnouts 13. Construction Supervision Services For Adaptation Of Primary Distribution Of Disi – Amman Conveyor 14. Rehabilitation of The Water Supply System –Al Gweireyeh - Zarqa 15. Water Loss Reduction Programme for Northern Governorates of Jordan 16. Jordan Phosphate Mines Company Deep Aquifer Water Supply Development 17. King Abdullah Canal Refurbishment and Upgrading 18.Wastewater Treatment and Reuse Activity for Small Communities in Jordan 19. Rehabilitation of Aqaba Water Facilities 20. Pumping System Development (Main Lifting Station, Wadi Musa Lifting Station & Back Road Water Supply System). 21. Saraya Aqaba Off-Site Facilities 22. Yarmouk Water Project – Feasibility Study For Modernization Of The Water Supply & Wastewater Management Systems of Yarmouk Water Company 23. Design And Build Of Abu Alanda – Khaw Water Transmission Pipeline And Hydroelectric Power Plant 24. Taybah – Wadi Mosa Transmission Pipeline 25. The Study For Basic/Detailed Design and Draft Bidding Documents (Component B)on Water Sector for The Host Communities of Syrian Refugees in Northern Governorates 26. Architect-Engineering Services – Water Sector Infrastructure Project In Jordan (WSIP) 27. Supervision Services For Strengthening Of Water Resources Projects For Riyadh City 28. Wadi El Megnean Tripoli – Site Assessment and Scoping Document 29. Coastal Strip Agricultural Water Distribution System, Areas 4 To 9 30. Update Of Tender Documents And Construction Supervision Of The Water Supply Scheme for Al Ayn, Sint & Seeh Al Maashi At Ibri Bahla Wilayats 31. Consultancy Services For Supervision of Reinforcement of Batinah Water Transmission Pipeline 32. Consultancy Services for Construction Supervision of Qurayyat Tie-In in Qurayyat Wilayat in Muscat Governorate 33. Design Review for Water Distribution Network for Duqm Port in Wusta Governorate 34.Consultancy Services For Construction Supervision Of Water Supply System To Tawi Nisf, Wadi Mahram, Sayma And Other Villages In Samail And Izki Wilayat 35.Ein Sultan Irrigation Rehabilitation 36.Hebron Water Supply And Distribution Master Plan 37.Jericho City Domestic Water Supply And Distribution System Project 38.Water Resources Programme Phase II (WRP II) 39.Water Resources Programme Phase III (WRP III) 40.Water Supply, Stormwater And Sanitation For 2 Palestinian Refugee Camps (Khan Dannoun & Khan Eshieh) 41.Al-Mukalla Water Supply And Wastewater Collection 42.Urban Water Supply and Sanitation Project In Aden Governorate 43. Al Shuaib Water Supply Project 44. Infrastructure Project For Shibam – Hadramout and Sanitation System For Alhowta and Its Suburbs 45. Sana’a Water Supply System Phase No. 1 46. Study, Design, Preparation Of Tender Documents And Infrastructure Rehabilitation For The Old Sana’a City 47. Wastewater, Stormwater Design and Supervision of Construction WATER AND WASTEWATER MASTER PLAN FOR GREATER BAKU BAKU - AZERBAIJAN
Client: Apsheron Regional Joint – Stock Water Company Key Staff Deputy Project Manager-Wastewater Specialist: Partners MWH as lead Sana’a El Nimer Funding Agency: World Bank
Capital Value USD 3.0 Bn Professional Staff No of Staff: 9 No of manmonth: 35 Fees USD 1.4 m
Duration 1997 to 1998
Project The project aims at preparing a Master Plan for Task D: Institutional Development and Description: Water and Wastewater systems for Greater Baku. Strengthening Program: The project was financed through a credit from Recommend an institutional strengthening program the International Development Association (IDA) for both the Apsheron Regional Water Company, for the purpose of defining the investments taking into account ongoing strengthening programs, required for the improvement and expansion of and the Baku Sewerage Department; aimed at Baku’s water and wastewater systems. The project assisting these existing water and wastewater utilities comprises the following main tasks: to develop into efficiently managed and operated Task A: Existing Conditions: utilities. Provide an integrated description and evaluation of Task E: First-Stage Program: the present status of water supply and wastewater Prepare a short-term first-stage program of collection and treatment services systems and improvements, within the framework of the long- facilities and the institutional and financial term strategic plan for affordable solutions to Baku’s performance of the water and wastewater utilities. water and wastewater needs. Task B: Long-Term Strategic Plan: Task F: Environmental Review: Conduct an environmental review to identify Prepare along-term strategic plan for the least and mitigate potentially adverse environmental cost solution for the future development of water impacts from the proposed water and wastewater supply, and wastewater collection and treatment investments. facilities. Additional Task: Task C: Industrial Wastewater Study: Socio-economic survey of 2.500 households (%0.5 of the 500.000 approx. households in the Greater Baku). Conduct a study and make staged recommendation for the adequate provision of industrial wastewater collection and treatment, including pre-treatment of such wastes as appropriate.
Services: • Water, Wastewater and Industrial Master Plan • Institutional Assessment and Restructuring • Assessment of the Existing Water and • Environmental Impact Assessment Wastewater Facilities in the study area • Financial and Economic Analysis • Development of Management Alternatives FEASIBILITY STUDY FOR IMPROVEMENT OF BAKU WASTEWATER SYSTEM BAKU - AZERBAIJAN
Client: Baku Municipality and Baku Wastewater Key Staff Department (BWB) Team Leader: Sana’a El Nimer Partners None/ %100 AJ (formerly MWHAJ) Funding Agency: KFW Professional Staff Capital Value USD 1.0 Bn No of Staff: 2 No of manmonth: 24 Fees USD 200,000
Duration 1998 to 1999
Project The government of Azerbaijan has received a credit from the International Development Association (IDA) Description: for the greater Baku Water Supply Rehabilitation Project. As a component of this project; Consultancy services are needed to conduct a study and make recommendations for investments for the improvement and expansion of its water and wastewater systems, in addition to the reduction of pollution from the discharge of industrial wastewater.
Services: • Review the Exciting Wastewater • Develop Wastewater Management Alternatives • Preliminary Cost Estimates • Preliminary Engineering Design • Economic and Financial Analysis TEHRAN WATER SYSTEMS TELEMETRY AND TELE-CONTROL PROJECT TEHRAN - IRAN
Client: Tehran Province Water and Wastewater Co Key Staff Project Manager: David Rushton Partners MWH Project Director: Richard Armitage Database Systems Specialist: Shaun Ingram; Funding Agency: Iranian Govt Electrical /SCADA Engineer:s Hashem Erieqat / Maher Abu Ali Capital Value ---- Claims specialist; Peter Moran Professional Staff Fees USD $ 570,000 No of Staff: 4 from AJ No of manmonth: 48 total 24 from AJ Duration 2008 - ongoing
Project MWH with AJ (formerly MWHAJ) formed a project This platform would also provide the basis to Description: JV with the Iranian consultant Tooss Ab , a successful integrate other data and related technologies log-term association for several projects in the past. such as trouble call and customer information. The TPWWC has been endeavouring to develop a This solution guarantees that current demands telemetry system for several years in order to improve are met and future needs can be confidently the operational control and improve the efficiency of accommodated by simply building new modules the main water supply system that includes 6 major and interfaces with the existing ‹open› DMS water treatment plants, 100 service reservoirs, 5 platform. The DMS platform then provides the impounding dams, 300 wells and associated pumping basis for specialist applications such as outage stations and control valves. TPWWC appointed MWH , switching, storm, power Analysis, and load to bring international expertise and best practice management. A modular approach was adopted in both the technical aspects of telemetry for water to allow SCADA, GIS and other external systems to supply systems and in the EPC method of live out their natural life-cycle and eventually be procurement. replaced with products from any preferred vendor.
The existing telemetry system was over 30 years MWH managed much of the project from its old. The design and implementation of a suitable Jordanian subsidiary, MWHAJ (now AJ) and Distribution Management System (DMS) was seen as undertook all of the inspections of contractor’s paramount to the overall management and operation plant with AJ’s SCADA and electrical specialists. of Tehran’s water distribution network. Given that SCADA has limitations in the display spatial data, and GIS does not easily manage real-time data, it was decided to integrate SCADA and GIS data on a platform that can support both spatial and real-time data, while providing the necessary performance requirements.
Services: • The Preparation of EPC Contract Documents, • Inspection and testing of all installations on • Tender evaluation and administration of EPC site. contract to install Stage 1 of a telemetry • Collaboration and integration with ToossAb system for the Tehran water supply system. local supervision team • Checking all contractor’s designs and plant • Management of contractor’s claims and proposals recommendations to Client CONSTRUCTION OF WATERCOURSE FOR HISHKARO RIVER & MAIN SEWERAGE COLLECTOR PROJECT DUHOK – KURDISTAN IRAQ
Client: Ministry of Municipalities & Tourism / Duhok Key Staff Govt Sewerage Directorate Position: Suzan Al Lahham Partners None Abdul Fattah Azzam Funding Agency: N/A Professional Staff Capital Value USD No of Staff: No of manmonth Fees 250,000,000.00 Iraqi Dinar
Duration April 2014 - 2016
Project The project is located in Duhok city, which is The project consists of: U- Shape Concrete cross Description: classified hilly/ mountainous terrain and crossed by section with Main sewerage collector, Vehicle access many wadis. The two most major rivers are Duhok via ramps, access via stairs, River Crossings, Bridges, River, and Hishkaro River. These two rivers represent Manholes, and Drop Manholes with flow channels. the lowest lying points in the city, therefore, runoff Work for this contract consists of the construction as well as wastewater from the few existing sewers of 5 Lots as: in the city is discharged directly into these rivers. Length of Lot 1450 = 1 m. The project is covered the Hishkaro River route Length of Lot 4120 = 2 m. by construction concrete channel; The channel Length of Lot 1080 = 3 m. consists of 5 Lots with total length 8.35 Km in Length of Lot 350 = 4 m. order to adequate 168 m³/s surface runoff capacity Length of Lot 1350= 5 m. discharge for Q100 years Return period, the project catchment area is 1,233 hectare. The Client, the Contractor and AJI – Group, all these parties have agreed to re - study the Hydrologic – The proposed channel cross – section shapes are Hydraulic case of the project to issue the new Re- U-Shape and Trapezoidal Reinforced concrete. The Design. cross – section selection is depending on population densely areas and the existing facilities. The project includes concrete channel, services roads, main sewerage collector in addition to civil structural such as Ramps, Stairs, Pedestrian Bridges, Recreation Areas, Manholes box culverts ...etc.
Services: • Study • Detailed Design • Construction Supervision IRAQ NEEDS ASSESSMENT STUDY (WATER SECTOR) IRAQ
Client: World Bank Key Staff Team Leader – Water Supply Specialist: Partners Projacs Bader Kassab Funding Agency: World Bank Professional Staff Capital Value USD 100,000 No of Staff: 8 No of manmonth: 9.1 Fees USD 100,000
Duration July 2003 – Aug. 2003
Project The World Bank has launched preparatory Phase II Description: activities to carry out an Iraq- Needs Assessment • Development alternatives for carrying out the Study of selected priority sectors. The support immediate rehabilitation needs. of the consulting firm will be organized under • General ideas of construction contracts awarded two sequential phases. Phase one will be devoted by other donors. to gathering of information and provision of • An outline of rehabilitation needs for the medium logistical support. Phase two of this support will term. be devoted to preparing preliminary analysis and recommendations to serve as an input to the Needs Project Scope: Assessment Study for the water sector. The purpose • Water Resources of this study is the determination of the necessary • Water Exploitation budget required to restore the services to pre-war • Water Transmission standards. • Water Purification • Water Collection The project comprises of two phases: • Water Quality Phase I: Gathering of available reports and information of damage assessments carried out by others; Description of the current institutional set up of the water and sanitation sector of Iraq; List of available background documents, in both Arabic and English, that describe service coverage, tariffs, adequacy, etc.
Services: • Study AQABA WATER & WASTEWATER FACILITIES AQABA - JORDAN
Client: Water Authority of Jordan Key Staff Partners Project Managers: Chuck Moffit (Water), Carlos MWH America Cambozuno (Wastewater) ; Engineers: Fawzi Abu Funding Agency: USAID Niajj( Yousef najii), Sebouh Lebjian, Mohammed Stetiyeh; Chief Resident Engineer: Jim Zimmer Capital Value USD 60 m (Water) ,Thomas Kent (Wastewater) ; Assisted by: Mohammed Al Qerarh (Deputy Project Manager) Fees USD 6.6m (1.6m to AJ) Professional Staff Duration 2001 - 2009 No of Staff: 18 ,102 including short term specialists No of manmonth: 749
Project Aqaba is Jordan’s second economical city and only 1. Modification of the existing wastewater Description: port. It sits as a gateway to four countries in the stabilisation ponds to provide 9000 m3/day of region (Jordan, Palestine, Saudi Arabia & Egypt) treated water for agriculture use. and is a centre for trade, tourism and industry. 2. Construction of a new 12,000 m3/day capacity (Project Size 1500 Ha) extended aeration treatment plant (illustrated) incorporating nitrification / denitrification An ambitious development programme for Aqaba and ultraviolet disinfection. The head works has projected growth from a population of 100,000 designed for 48,000 m3/day to accommodate to 250,000 by the planning horizon of 2025. future requirements. The Project Other Components • Agricultural Reclaimed Water (ARW) system and The initial studies looked into the condition an Urban Reclaimed Water (URW) system each and performance of the existing water with storage and a total of 74km of pipelines. networks, sewerage and sewage treatment • New trunk and collector sewers and facilities. Workshops were incorporated into our modifications to the 4 main pump stations methodology to ensure effective stake holder • 6,000 m3 capacity reinforced concrete reservoir. interface in the optioneering processes. • Rehabilitation of Disi and Yutum wellfields and pipelines MWH’s in-house software H2ONET was adopted for • Restructuring and re-zoning of the water the hydraulic analysis and modelling of the water distribution systems of the city with 240 km of networks. Careful assessment was made of the Disi new pipelines and Yutum wellfields supplies and consideration • New transmission and storage facilities to the given to other sources including desalination. south coast industries. After an independent value engineering exercise it • Connection of all facilities to a central SCADA was decided to adopt two systems for wastewater system treatment. • The construction supervision of all new works is proceeding
Services: • Feasibility Studies • Detailed Designs • Preliminary Design • Tender Documents, prequalification,selection • Environmental Impact Assessment & tender evaluation • Effluent reuse studies • Construction Supervision AYLA OASIS DEVELOPMENT AQABA - JORDAN
Client: AYLA Oasis Development Co. Key Staff Project Director, Hakem Bitar; Project Manager, Partners ATKINS, Ayla Consultancy & Project Management, Amjed El Shair; Power & Telecom, Fathi Jaber; EDSA Planning, Arcadia Architects Mechanical, Ameen Alani Funding Agency: Private Developer Structural PM Akram Al Qehaiwi, Water Design Engineers: Ayham Obaidat, Luba Hamdi Capital Value USD 45 Million Fees US$ 0.90 M (Euro 0.6 M) Professional Staff Duration Oct. 2005 – Dec. 2012 No of Staff: 18 No of manmonth: 120( 150 mm AJ – 30 mm for other Partners)
Project AYLA Oasis is an ambitious waterfront development • Water Supply and Distribution Description: that will dramatically transform the Jordanian coastal • Sewerage Network and Treatment city of Aqaba by creating 19 Km of new sea front • Irrigation Water Network from a 250 m strip on the Gulf. The development • Electricity networks (low voltage power supply, is intended to create an internationally recognized roads lighting) resort community, which will transform part of • Telecommunication Networks Aqaba to a true sustainable waterfront community • Leveling and Grading which combines opportunities to live, play & work. Project Components Assignment 3 – Hard Landscaping • The development will include the following: Assignment 2 – Lagoons and Marine Works • 430 hectares of Developed Land • Vertical edge structures. • 75 hectares of Lagoons • Building on edge structures • 17 km of New Shorelines • Inlet Channel/conduit • 1,540 Hotel Rooms. (9 Nos. 153,000 m2) • Rock armoured revetment for the marina entrance • 2,884 Residential Units. (519,700 m2) structures • 235,000 sq. m. of Commercial & Recreational • All types of beaches including the groynes Facilities • Breakwater and entrance structures. • 18 hole Signature Golf Course designed by Greg • Lagoon pumping station(s). Norman • The marina shore side services. • 9 hole Golf Academy • 9 hectares of Water Park B. Procurement, Construction Supervision and • Sports and Beach Clubs maintenances phases. • Services & Utilities After completing the design works of the above Scope of Services : mentioned assignments and commencing the construction supervision services, AJ – Group was A. Design Phase: The design services were awarded awarded the design services of about 10 building to AJ – Group in 4 assignments: assignments of Ayla Development among which Assignment 1 – Earth Works and Lagoons Edge are Hyatt Aqaba Hotel, Hyatt Regency Hotel, Structures Marina Islands 1 and 4, The Souk and Souk Hotel, Assignment 2 – Infrastructure the Marina Village infrastructure and landscape • Roads and Bridges works. Some of these assignments are still in the • Storm water drainage network concept design stage while others are currently in the final design stage Services: • Concept designs • Construction Specifications • Schematic designs • Construction Supervision • Design Development • Construction Drawings and Tender Documents DANA VILLAGE WATER SUPPLY, SEWERAGE & CONSTRUCTED WETLAND STP PROJECT DANA - JORDAN
Client: RSCN Key Staff Project Director, Jehad Abu Jamous; Project Partners SINT, France Manager: Shada El-Sharif, Technical Leader: Ayham Obaidat, Constructed Wetland Expert: Dirk Funding Agency: Private Developer Esser, Senior Water Engineer: Jomanad Btoush Capital Value USD 0.845 m (JD 0.6 m) Professional Staff Fees USD 0.2 m No of manmonth: 9 / 10 Duration 2011- 2012
Project RSCN has prepared a renovation Master Plan with Arabtech Jardaneh (AJ) has been commissioned by Description: village stakeholders, which has been approved by RSCN to undertake the detailed engineering design the local municipality and project steering group, for water distribution system, wastewater collection and has succeeded in encouraging over 85 local system as well as the design of a vertical subsurface residents to restore and convert their properties as flow constructed wetland (VSFCW) in Dana Village. tourism facilities. Design of the wetland is led by expert consultant The long term objective is to develop Dana Village as Dirk Esser, Director of French Company Société Jordan’s first “heritage village for tourism” in order to d›Ingénierie Nature & Technique (SINT). The AJWE create more income and employment opportunities team will also provide construction supervision for the local population and to reinforce the Dana services for the above infrastructure. Biosphere Reserve as an eco-tourism destination. At present the village relies on old septic tanks and RSCN has obtained funding through the USAID for soil drainage for waste water and sewage disposal as the initial phase of renovation of 24 units in Dana there is no central treatment facility. In some areas, Village, primarily guest houses but also including direct discharge of sewage to the waids is observed. The potable water supply comes from a mixture of some restaurants, homes, hotels and cafés. The spring fed sources, tankers and municipal piped renovation of these units has commenced in supplies but there is no single, integrated supply January 2011, and is expected to be completed network. within the next 18 months. This phase of the project will also include the design and implementation of For the treatment of wastewater and sewage, water and sanitation infrastructure, to cater to the RSCN intends to introduce a “constructed wetland” newly developed properties and with the potential system. The system is based on the use of living to serve future development in the village. wetland vegetation (typically reed plants like Phragmites) and bacteria to breakdown organic The second stage according to the Master Plan, will matter, supported by root mass and gravel filters. include a maximum of 120 units to be renovated all Treated effluent may then be discharged or reused, over the village, depending on subsequent funding in accordance with Jordanian standards for the to complete the renovation efforts discharge or reuse of wastewater
Services: • Design Water Distribution & Wastewater • Tender Documents Collection Networks • Development of O&M Manuals • Design VSFCW Constructed Wetland • Construction Supervision DEAD SEA GOLF AND RESORT BEACH DEAD SEA - JORDAN
Client: EMAAR / Jordan Key Staff Partners ------
Funding Agency: ---- Professional Staff Capital Value ---- No of Staff: 12 No of manmonth: 17.87 Fees USD 100,000 Duration Sept. 2006 – Sept. 2008
Project The Initial Master Plan for the 390 acres designat- D. The Rift Site – The Rift 171,800 m42.5( 2 Acres) Description: ed for this development comprises over 500 villas, * Business Hotel 200 keys, leisure hotel 180 – 160 keys two hotels, a 9 hole golf courses, 6,000 m2 of retail, spa commercial hub, life style retail, 15 – 10 VIPs Villas. Mediterranean style stepped housing, and a world The VIP villas design to match the VIP villas at the class spa, with a total built up area of 1,541,000 m2. beach side from the program point of view. The project is divided in into four sites that are be- The Life style Retail Mall, Built up area: 6000 – 5000 ing “sewn” together. Each site will be referred to in (TBC) the brief: - Leisure and entertainment, - Destination of the area, A. The Hillside Site – Residential Development - Entertainment component 266,380 m2 (65.8 Acres): Approx 200 – 220 at- - Restaurants
tached villas in 4 plex and 6 plex clusters, sizes will The Infrastructure Utilities and Services: The be 180 – 250 m2. Infrastructure design works subject of the Community Center Consultancy Agreement signed with the Client shall Residential – Villas 6 and 4 pack cluster units include the Design Drawings, Specifications and BOQ of the utilities and services listed. B. The Golf Site – Golf course community 911,677
m2 (225.3 Acres): Nine hole desert course, club - Roads house, “pitch and putt” academy style, - Storm water drainage network club house and up to 200 – 250 home sites - Water Supply and Distribution single and multi family housing. - Sewerage Network and Treatment * Golf Course (Golf course + Golf academy): 230 - Irrigation Water Network Acres - Electricity networks (low voltage power supply, - Golf Academy roads lighting) - Club house with country club amendities - Levelling and Grading - Golf club facilities - Car Park Landuse Statistics: The Landuse Statistics prepared - Residential VILLAS by the Client to provide the count for the number of - Residential – Town houses residential units, hotels, clubs and commercial areas - Residential – Apartments in addition to the unit and total area for each part of C. The Beach Site – The Beach Resort 234,560 m2 the development in each site is considered the base (58 Acres) for estimating the water supply, fire and irrigation Country club, with 20 – 30 vocational (rent) villas, demand, the wastewater to be treated, electric power 300 residential supply needed and number of telecommunication Single and multi family housing, VIP Villas, Royal lines needed to design the infrastructure utility Villas and Serviced Apartments networks and services to supply these quantities. - Residential – VILLAS (20 Acres) - Residential – Apartments (6.58 Acres) The Landuse Statistics Schedule was provided by - Residential – Serviced Apartments (7.81 Acres) the Client in August 2006. However, as the Master Plan was still under development, the schedule was modified several times and the latest was received on 31 January 2007 headed as “Updated on 18 October 2006”.
Services: AJWE will undertake Conceptual, Outline and Detailed design services for the following elements of work Water Supply; Sewerage; Sewage treatment; Irrigation System. The above services do not include for the preparation of PQ or tender documents or any assistance to the client after the design report, drawings, specifications and BoQ have been submitted. DEIR ALLAH – DABOUQ WATER PIPELINE JORDAN VALLEY - JORDAN
Client: Jordan Valley Authority Key Staff
Partners GKW / ILF Project Manager: Franz Polzer Contract Engineer – Head of Supervision Engineer: Yousef Naji Funding Agency: KfW Resident Engineer: Amer Qoussous
Capital Value USD 1.632 m Professional Staff No of Staff: 13 Fees USD 27 m No of Staff-Months: 286 Duration 1999 to 2005
Project The water Authority of Jordan (WAJ), supported • Expand the capacity of the intake structure Description: by KfW, is undertaking various projects in order to turnout from King Abdullah Canal at the north improve the water supply system in Jordan. The edge of Deir Allah primary objective of this project was to increase • Upgrading of the capacity of Pump Station the capacity of the Deir Alla-Amman water supply No.5 by replacing the existing pumps / motors system from 45 MCM/year to 90 MCM/year. Inte- with units of twice the preset capacity. gral with this expansion is the need to provide a • Construction of New Raw Water settling ba- settling basin prior to high-lift pumping. sins ahead of Pump Station No. 1. The project consisted of the following: Construction of Approximately 17 Km Long, 1200 mm diameter steel pressure pipe, from pumping station No 5 to Dabouq reservoir, and segment of pipeline between pumping station No 4 and Zai water treatment plant. • Construction of Approximately 17 Km Long, 1200 mm diameter steel pressure pipe, from pumping station No 5 to Dabouq reservoir, and segment of pipeline between pumping station No 4 and Zai water treatment plant • Completion of intake pump station expansion, settling basin, and pumping station No 5. The expansion including gates pipes pumps, screens, channels, pipeline slope protection, and Zarqa riverbank protection.
Services: • Design Review • Construction Supervision WASTEWATER MASTER PLAN & STUDIES PREPARED FOR GREATER AMMAN AREA AMMAN AND ZARQA RIVER BASIN - JORDAN
Client: Ministry of Water & Irrigation/Water Authority of Key Staff Jordan Project Director: John Velon; Project Partners MWH as lead Manager:Ashok Lagvankar; Deputy Project Manager:Satish Menon; Project Engineer: Dana Funding Agency: USAID Abu Seir, Design Engineer: Jomanah Al Btoush
Capital Value ---- Professional Staff No of Staff: 6 No of manmonth: 6 Fees USD 0.675 m
Duration Sept. 2005 thru June 2006
Project Review and update previous wastewater studies Greater Amman Infiltration/Inflow Elimination Description: prepared for the Greater Amman area. This study Technical Assistance included three separate components: During heavy rainfall events, wastewater flows in the Amman sewer system increase by a factor of 6-5 times • Amman-Zarqa River Basin Area Wastewater the average flow. Excessive rainwater inflow can have Master Plan Review numerous negative impacts on the conveyance and • Greater Amman Infiltration/Inflow Elimination treatment system. The objective of this component Technical Assistance was to conduct a desktop study to estimate the • Assessment of the Phasing for Construction of magnitude of stormwater in the sewer system during the South Amman Wastewater Project. rainy seasons, and provide technical assistance to develop a strategy to investigate and cost-effectively Amman-Zarqa River Basin Area Wastewater eliminate excessive inflow. Master Plan Review Assessment of the Phasing for Construction of the In July 1997 Harza Environmental Services South Amman Wastewater Project. (HARZA) prepared a Master Plan for the collection, In June 1995, the Joint Venture of Montgomery conveyance, treatment and reuse of wastewater Watson & Arabtech Jardaneh (MWHAJ) developed from Amman-Zarqa areas within the Zarqa river a feasibility study for the collection, treatment & basin through the year 2025. reuse of wastewater from communities in South Amman. Based on this study, MWHAJ prepared The objective of this component of the study a design report in August 1999 for these systems was to review, assess and provide an updated along with identifying priority areas to be served and technical opinion on the 1997 Master Plan’s recommendation for a phased implementation of the findings and recommendations based on the latest system based on this priority. population forecast, water usage, wastewater generation and strength data, and verify the The study reviewed and assessed the proposed suitability of the Proposed construction phasing schedule for construction of the components of the of the recommended conveyance and treatment South Amman Wastewater Management Program systems, and the alternatives for the location of a in light of current conditions, and confirmed the new treatment plant. previously developed priority for phasing the implementation of these components. The Maser Plan included an economic and financial analysis of the affordability of the schemes.
Services: • Master Plan Review • Economic & Financial Analysis • Historical Data Evaluation • Report Writing • Master Planning • Conducting Workshop • Planning Level Cost Estimation FILTRATION GRIDS AT KAC TURNOUTS NORTH JORDAN VALLEY - JORDAN
Client: IrWa / ICU Key Staff
Partners --- Project Manager: Amer Goussous
Funding Agency: European Investment Bank,EIB Professional Staff No of Staff: --- Capital Value Euro 300,000 No of manmonth: 6 / 5 Fees Euro 24,800 Duration Nov. 2007 – May 2008
Project Original Contract works include the rehabilitation • Review specifications for civil and electrome - Description: of 4 Turnouts of King Abdulla Canal (Jordan Valley). chanical works The works for this contract include but not limited • Review BOQ’s for all works to: • Review the cost and preparation of tender dossier, assistance during tendering and ten- • Supply and installation of 2 Nos. self cleaning der evaluation mechanical bar screens and one conveyor belt • Supervision of Construction work for each turnout. • Supply and installation of hot dipped galva- Provide the Contractor with all the necessary in- nized grating. dications and explanations for good realization of • Demolishing existing fences. the work. • Supply and installation of chain link fencing Supply the Contractor with all technical assistance and gates needed for the good execution of the works. • Supply and installation of Motor Control Con- tainers (MCC) Provide monthly report on the state of the ad- • Supply and installation of galvanized hand vancement of the works including statements and rails and 4 Nos. garbage. certificate of payment • Supply and install 4 Nos. GSM modems and Prepare final report alarms. • Supply, fabricate, install coarse screens and During the execution, carry out site visits to check additional fine screens. that the implementation of the activity as accord- • Install self clearing grids at r No. particular ing to Specifications. turnouts on King Abdulla Canal with the relat- ed Motor Control Centre, Conveyor belts, and fencing. • Study the locations & preview of the design of self cleaning grids • Review tender documents and drawings for four turnouts
Services: • Construction supervision CONSTRUCTION SUPERVISION SERVICES FOR ADAPTATION OF PRIMARY DISTRIBUTION OF DISI – AMMAN CONVEYOR JORDAN
Client: RSCN Key Staff Project Manager, Deputy Project Manager, Partners Nile Civil Site Engineer (2), Electro-mechnaical Site Engineer, Contracts Specialist, SACDA Specialist, Funding Agency: Private Developer Inspectors , Lab Technician, Surveyors, Secretary Capital Value USD 46 M Professional Staff USD 961,088 Fees No of manmonth: 362 MM Duration Oct-2015-Present
Project The project includes the installation, replacement Also, some of the equipment and pipes are only to Description: and reinforcement of a number of water distribution be supplied and handed over to the Client stores. and transmission pipelines and the installation, These material will not be installed by the contractor replacement of control valves and equipment at the under the Construction Works Contract (Supply only following areas in Amman: ( Badder Upper, Badder is required). Lower,Rabahiya, Iraq Al Amir Upper, Iraq Al Amir Lower, Wadi Al Seer Upper, Wadi Al Seer Lower east, The project includes also the 5 pumps as follows: WAdi Al Seer Lower west, Yasmine, Marj Al Hamam A. one for Al kharabsheh-Under commissioning west, Marj Al Hamam east, Naour Lower, Naour B. One for old YPS-Under commissioning Upper, Yadodeh, Tariq, Al Nazzal , Um Uthaina, C. 3 for New YPS-Under commissioning Kharabsheh, Shmeisani, Safout Lower, Safout 5. New pumping station in Yasmine around 180m2 Upper, Dahet Al Amir Hasan, Muntazah, Tabarbor, Quweismeh, Sahab, Dabouq, )Ein Ghasal The total lengths of the distribution pipeline is 58 km, transmission pipeline is 2.7 km with various Project Objective diameters (75,125,150,200,300,600) mm. To adapt Amman water network for primary distribution of Disi Amman Conveyor.
Project Components
The Scope of the project includes mainly the installation, replacement of reinforcement of a number of pipelines across the city of Amman, Jordan. The works also include the installation or replacement of a number of control valves and equipment across the networks. Some of these equipment also need to be connected to the SCADA system of Amman. Services: • Construction Supervision REHABILITATION OF THE WATER SUPPLY SYSTEM –AL GWEIREYEH - ZARQA ZARQA, JORDAN
Client: Water Authority of Jordan/ KFW Key Staff Project Director Eng. Jihad Abu Jamous; Project Partners N/A Manager Akram AlQehaiwi; Water Quality Expert Eng. Suzan Al Laham; Water Design Funding Agency: KFW Specialist Eng. Fatimah Al Maharmeh; O&M Expert , Mechanical Engineer Majed Sarhan; CAD operator Capital Value N/A Samer Matlab
Fees 0.34 m EURO Professional Staff No of Staff: Duration Design Review (Mar. 2015- Jul 2016), Supervision No of manmonth: (Oct. –Ongoing) Project Arabtech Jardaneh was appointed by The Water The existing design need to be reviewed and updated, Description: Authority of Jordan (WAJ) ) to implement the to insure its suitability and capability in terms of project which aims to increase the available capacity, controlling, arrangement, hydraulic and quantity of water for the population of Al design characteristics. Gweireyeh through the rehabilitation of the Water Supply System of Al Gwaireyeh and reduction of The Project consists of the followings main the NRW-level (total length 20 km). components as follows:
The Project area Al Gweireyeh is about one km2 in ??? size and represents a central part of Az Zarqa Town. The water network of Al Gweireyeh’s is severely Three options were considered in previous studies, deteriorated with an assumed NRW-figure (real including: losses and administrative losses) of %50 shown amongst other issues through 500 pipe bursts Option 1: Reuse of existing pipe DN400 (recorded leakages) on average per year or 40 Option 2: Construction of a new main feeder bursts/month. The major part of the NRW is Option 3: Construction of a new main feeder to the estimated to be real losses and unauthorised centre consumption. The main challenge of this project is to minimize level The key objective of this Project is to provide a of Non-Revenue for Water (NRW) which is currently substantial improvement in the existing level of about %50, in addition to consider health challenge service for the population of Zarqa Governorate, on the scale of private water tanks. through studying, reviewing, redesigning, tendering and supervision for Al Gweireyeh Area, which is considered a central and densely populated part of Zarqa
Services: • Review of existing design and tender • Construction supervision documents • Tendering. WATER LOSS REDUCTION PROGRAMME FOR NORTHERN GOVERNORATES OF JORDAN NORTHERN GOVERNORATES - JORDAN
Client: Water Authority of Jordan Key Staff
Partners Pöyry Environment GmbH (formerly GKW Consult) Stage I: Engineering Design Work:Project Manager: Richard Castle; Deputy PM: Bader Kassab; Design Engineer: Akram Alqehawi Funding Agency: KFW Engineers and modellers: Nadia Al’Etewi, Sawsan Tahboub, Jomanah Albtoush,Lina Capital Value USD 20.2 m Zoubi, Reham Sahawneh, Ahyam Obtaidat Stage II: Construction Supervision: Fees USD 667,000 Project Manager : Ali Shukir ; Deputy Project Manager / Project Managers: Amer Goussous & Build up area 10,000 km2 Bashir Jazzazi Professional Staff Duration Stage I: Aug. 2003 to Feb. 2007 No of Staff: 44 Stage II: July 2007 – Jan. 2011 No of manmonth: 404
The project covers Irbid, Jerash ,Ajloun and Mafraq This task was followed by a cost-benefit analysis. Governorates with a total population of about 1.5 Our team carried out detailed engineering design million in 2004, and a total area of over 10,000Km2. for the first stage priority project. Finally, pre-contract services were performed Stage I: Engineering Design: including pre-qualification of contractors, Tasks completed under this stage: included tendering process, bids evaluation and awarding (4) collection of data on existing water networks and Construction contracts (C1, C2, C3 & C4). facilities, population growth, pressure zoning, unaccounted for water assessment, operation Stage II: Construction Supervision Project system and water quality, updating of GIS maps, Description: building a hydraulic model, evaluating the existing Started on June 2006 and extended until the end of system and defining areas that need rehabilitation. 2010. Construction includes primary, secondary Current and future water resources were analysed and tertiary networks of HDPE and DI and reliable flow and pressure measurements established. C1: Contract amount JD. 10,172,265.00 and length 225,062 m A conceptual design report was prepared with C2: Contract amount JD. 7,105,241.392 and length recommendations for water loss reduction utilizing 184,120 m the existing facilities to the maximum extent in C3: Contract amount JD 252 .6,166,182 and length order to control pressures and reduce UFW, reduce 181,630 m pumping costs, establish distribution and pressure C4: Contract amount JD. 12,470,539.20 and length zones and reduce the operational complexity. In 177,360 m addition, a hydraulic model was established for the restructured system for present and future demands.
Services: • Restructuring and Efficiency Measures • Tendering Documents and Procurement • Conceptual Design Report assistance • Engineering Design • Construction Supervision • Flow measurement JORDAN PHOSPHATE MINES COMPANY DEEP AQUIFER WATER SUPPLY DEVELOPMENT ESHADIYA - JORDAN
Client: JORDAN PHOSPHATE MINES COMPANY Key Staff Project Manager Akram AlQehaiwi; Structural Partners MWH Engineer Waleed Mabrouk, Electrical Engineer Maher Abu Ali, Contract Specialist Amer AlGousous, Funding Agency: Jordan Phosphate Mines Company Mechanical Engineer Majed Sarhan, Road Engineer Majed Zoumut, Civil Engineer Mahmoud Hamadan, Capital Value N/A CAD operator Samer Matlab, Mechancil Engineer Ban AlSubeihi Fees USD 400,000 Professional Staff No of Staff: 9 Duration 2010 – 2012 No of man-month: 40
Project Providing consultancy services to investigate and • The drilling & construction of 6 No. number of Description: determine a water supply solution for a proposed deep wells into the Disi Aquifer new development at a phosphate mine at • Aquifer hydraulics and well performance Eshadiya, Jordan. pumping tests of each of the new water supply JIFCO is developing an extension to the production wells, facility at the JPMC Eshadiya mine in Jordan. The • Geophysical logging of the new water supply contract to construct the facility was awarded wells, in May 2010. This facility required process water • Simulation of the aquifer with the groundwater primarily for the condensation of phosphoric acid, model to confirm the results of the Stage 1 and JMPC has developed a programme to bring modelling on-line a new water supply for the facility by this • Design (%100) of the water supply Infrastructure date. components i.e compounds and header pipeline The water supply project is being delivered network required to ensure a reliable water through a three stage delivery process, as follows; supply to point of storage • Mechanical and electrical (M&E) design to The project is divided into two stages: procure appropriate equipment Stage 1 – Groundwater Modelling, Well Design • Pipelines design and Preliminary Design of Infrastructure • Power supply and telemetry design This stage includes the following main work tasks: • Options appraisal to determine client • Data collation, aquifer hydraulics and requirements for service reservoir and cooling well performance pumping test of the system existing Eshidya mine deep water supply • Detailed design of service reservoir, geotechnical, well penetrating into the Disi Aquifer and civil, structural and architectural Geophysical logging of the Eshidiya mine • Design of delivery pumps, cooling system, M&E deep water supply well, incorporation of the and system control requirements new data into the Disi Aquifer groundwater • Tender documents for all above ground water model, Simulation of the aquifer with the delivery infrastructure, including technical model to confirm the reliable groundwater specifications and commercial elements. supply. • Undertaking of the procurement process, • Design of the groundwater abstraction wells, including selection of subcontractors, tender pumps, headworks. return reviews and evaluation, negotiation and • Preliminary Design of above ground appointment infrastructure to the point of groundwater discharge. • Preparation of tender documents of the Stage 3 – Construction of Water Supply drilling and well installation components. Infrastructure • Mobilisation of the Water Infrastructure Stage 2 – Tender Award, Construction of 4 Deep Contractor and commencement of works. Wells and Detailed Design of Water Supply • Construction of above ground water supply Infrastructure infrastructure, testing, commissioning and hand- • Drilling tender evaluation, negotiation and over awarding of the contract.
Services: • Preliminary Design • Construction supervision • Detailed Design • Pre-contract Service KING ABDULLAH CANAL REFURBISHMENT AND UPGRADING JORDAN RIVER VALLEY - JORDAN
Client: Jordan Valley Authority Key Staff
Partners --- Project Directors: Peter Lawrence, Ibrahim Abu Ayyash; Resident Engineer: Philip Minor Funding Agency: European Investment Bank,EIB Professional Staff Capital Value USD 13.5 m No of Staff: --- No of manmonth: 18 including short term Fees USD 1.52 m specialist / 123 Duration 1993 – 1997
Project Largest Water Conveyance in Jordan Description: The King Abdullah Canal is the principal source of The first 76km of the canal was constructed in 1957 agricultural water for the communities in the North to 1964 and was extended to 110km. Jordan Valley. The canal flows along the eastern The trapezoidal section is up to 11m wide, 2.8m edge of the Jordan Valley from the Syrian/Jordan deep and lined with non-reinforced concrete with border on the River Yarmouk, which is the main ten inverted siphons the largest of which is 734m source of water, along 110km of canal to within long. The canal is regulated by 32 radial gated 6-7km of the Dead Sea. check structures. Aqueducts up to 50m long con- The refurbishment of the canal was a key project in vey the canal over 13 narrow deep wadis. the broad package of regional water management. 110km refurbishment The King Abdullah Canal is the largest irrigation Refurbishment involved: water conveyance system in Jordan, and its signif- • desilting and dewatering under-slab grouting icance has grown as a result of the Peace Agree- • slab replacement ment. • joint replacement repair Over 40 years in use • Diversion works to maintain canal flows of up In addition to supplying irrigation needs, water is to 6m3/s abstracted for transfer to the Zai Water Treat- ment • hydrophilic and epoxy grouting Plant providing drinking water to Amman. The EIB • joint replacement provided a loan to assist JVA in the refurbishment • complete replacement of shell-damaged sec- and upgrading of the King Abdullah Canal. The tions need to increase the carrying capacity of the canal • culverts, overshoots, highway bridges and in- influenced the decisions on the repair methodol- terceptor drains ogies.
Services: • Construction supervision • Claims reports • Final tender assessment report • As-built drawings • Detailed design drawings • Final accounts. • New siphon designs • Monthly progress report WASTEWATER TREATMENT AND REUSE ACTIVITY FOR SMALL COMMUNITIES IN JORDAN IRBID - JORDAN
Client: Industrial Zone Corporation Key Staff
Partners --- Home Office Support : Nazir Abu Arqoub for Pro- cess, Hydraulics, Mechanical and Contractual is- Funding Agency: --- sues Amer Goussous for Civil Works. Maher Abu Ali for electrical works. Capital Value JD 2.634,265 Professional Staff Fees JD 271,520 USD 387,885 m No of Staff: 10 Duration April 2006 – April 2009 (36 months ) No of manmonth: ---
Project Expansion of existing WWTP at Al Hassan Industri- • Lifting submersible sewage pumps Description: al City / Irbid with a capacity of 2100 m3/day, with • Irrigation submersible pumps all civil, roads, treatment equipments, mechanical • Blowers, aeration system, oil skimmers, belt works, sludge drying beds and site works as fol- filter press, sludge feed pump, automatic PLC, lows: electromagnetic flow meters, UPVC and DI
piping, chlorination system, rotary clarifiers, • Control Building sludge drying beds, MCC & electrical panels, • Filtration Room Scada System disconnection of the existing • Press Plant pipeline systems.. • Aeration Tanks • Irrigation Tank • Equalization Tank • Oil Separator • Sludge Holding Tank • Pump Pits (3) • Grit Chamber • Chlorination Chamber • Mechanical Screens • Secondary Treatment • Roads, sidewalks and gates • Wastewater Submersible sewage pumps • Filter feed submersible sewage pumps • Filter backwash submersible sewage pumps
Services: • Construction supervision REHABILITATION OF AQABA WATER FACILITIES AQABA - JORDAN
Client: Water Authority of Jordan Key Staff Partners MWH Americas Deputy Project Manager: Zuhair Mahmoud, Funding Agency: USAID and Government of Jordan Resident Engineer: Bashir Jazzazi
Capital Value USD 20.2 m Professional Staff Fees USD 667,000 No of Staff: 29 No of manmonth: 390 Duration Jan. 2005 – April 2007
Project As part of its continued support of the government The project includes construction of five new Description: of Jordan’s efforts to develop effective water concrete water reservoirs with capacities ranging management systems, the U.S. Agency for between 750 cubic meters and 6,800 cubic meters; International Development has provided 17.5$ rehabilitation and modification of three existing million in grant funds to help finance two new concrete water reservoirs with capacity ranges construction and management contracts aimed between 1,000 cubic meters and 9,000 cubic meters; at improving city water transmission, storage and construction of 36 km of Ductile Iron transmission distribution in the port city of Aqaba. water pipelines; construction of approximately The purpose of the Project is to improve 200 km of polyethylene water distribution service the efficiency and capacity of the city water pipelines; construction of nine pressure reducing transmission, storage and distribution systems stations; and installation of a Supervisory Control to meet population and economic growth in and Data System (SCADA) for the newly constructed Aqaba through 2025. This project will also result in water system. reducing water losses within the water distribution and collection system.
Services: • Design Review • Construction Supervision PUMPING SYSTEM DEVELOPMENT (MAIN LIFTING STATION, WADI MUSA LIFTING STATION & BACK ROAD WATER SUPPLY SYSTEM). AQABA - JORDAN
Client: Aqaba Water Company (AWC) Key Staff Partners Nil -----
Funding Agency: AWC Professional Staff Capital Value ---- No of Staff: ---- No of manmonth: 12 Fees USD 0.044 M Duration ----
Project Project Overview Description: Aqaba Water Company (AWC) has signed an The works on the Project included evaluation, agreement with Arabtech Jardaneh (AJ) to be the development, improvement and modification Consultant for the Pumping System Development of the pumping system in a number of most (Main Lifting Station, Wadi Musa Lifting Station, significant pumping stations selected carefullyto water tanks design & Back Road Water Supply be covered by this Project. system) Project. These pumping stations have multiple operation Aqaba Water Company main objectives from this problems. AJ helped to eliminate it by the end of this Project are: project.
• To prepare electromechanical study for the operation system in the selected pumping stations to meet the new operational requirements.
• To minimize the operation and maintenance cost by using the best operational technology for pumps, motors, motor starters VFD’s, Soft starter, MCC Panels, Cables, earth system...etc.
• To provide convenient control methodology.
Services: • Feasibility Studies • Design • Tender Document SARAYA AQABA OFF-SITE FACILITIES AQABA - JORDAN
Client: Saudi Oger Ltd Key Staff Project Manager: Nabil Sartawi, Partners Kaison, Robin Clarke Principal Roads: Majed Zumot, Water/Wastewater Manager: Akram Qehaiwi, Principal Electrical: Funding Agency: Private Developer Fathi Jaber; Principal Mechanical: Arkan Hashemy; Capital Value USD 10 bn Principal Architect: Khaleda Ferayeh
Fees USD 1 m Professional Staff No of Staff: 20 Duration Aug. 2007 – Ongoing No of manmonth: 76
Project The Saraya Aqaba development involves the design of off-site facilities complex. The complex is to be used Description: by Jumeirah, Starwood and Nikki Beach operators in addition to Saraya Aqaba facilities staff. Therefore, the complex is divided to provide separate zones for each end user. Each zone is designed to have its own perimeter fence, security strategy and gates. Gates are to be provided for each residential zone in order to provide access from each zone to centralized facilities areas and surrounding streets. Share facilities include a common dining area and entertainment facilities. In addition, the project also involves a second plot separate from the previously described area designed to host support facilities such as laundry, maintenance workshop and storage areas.
Services: The AJ team was deploy to undertake engineering services under the following stages covering all infrastructure works: roads, stormwater , electrical, mechanical, water, wastewater and telecommunications
Stage I: Master Plan Stage II: Concept Design Stage III: Preliminary Design Stage IV: Detailed Design and Tender Documents YARMOUK WATER PROJECT – FEASIBILITY STUDY FOR MODERNIZATION OF THE WATER SUPPLY AND WASTEWATER MANAGEMENT SYSTEMS OF YARMOUK WATER COMPANY NORTHERN GOVERNORATE-JORDAN
Client: Ministry of Water & Irrigation / Yarmouk Water Key Staff Company Project Director: Jihad Abu Jamous Partners Atkins International Ltd. Project Manager: Akram Al Qehaiwi Principle Mechanical/ Energy Saving Engineer: Majed Sarhan; Institutional specialist: Jamal HijaziEnvironmental Funding Agency: EBRD and Social Expert: Khaled Nassar Financial Specialist: Rami Qusus; Water Team Leader: Fatimah Al Maharmah; Climate 50 m Resilience Specialist: Shada El Sharif; Project Engineer- Capital Value Jomanah AlBtoush, Ayham Obeidat Fees Euro 0.30 m Professional Staff Duration Oct 2012 – Dec. 2013 No of Staff :1/5No of manmonth: 19 mm
Project Project Background Objectives Description: European Bank for Reconstruction and Development (EBRD) is considering a senior loan • Preparing a feasibility study for the YWC, which to Yarmouk Water Company (YWC), a state owned the Bank can use to appraise the Project and take water company operating in the four governorates a decision on the prospective financing. in the North of Jordan to finance priority • Conducting a technical and financial feasibility investments in rehabilitation and modernisation assessment of the proposed investments of the water supply production and wastewater including whether it is the most effective least management facilities ,and transmission and cost investment programme; distribution networks, • Conducting a financial analysis of the YWC and resulting in enhanced operations efficiency, preparing of detailed financial projections, The reduction in losses and improvements in projections shall be fully consistent with the environmental standards. proposed PIP, strategic development plan and be based on prudent assumptions on the YWC’s EBRD has contracted the Atkins- Arabtech Jardaneh revenues and expenditures. team to prepare a feasibility study for the YWC, • Determining of an efficient implementation which shall include identification and a detailed strategy for the PIP; assessment of the Priority Investment Programme • Preparing an environmental and social due (PIP) on the rehabilitation and upgrade of water diligence, and wastewater systems, that will cover the period The feasibility study has taken into account the of up to 3 years. available water resources as well as potential impacts of climate change on them and the project in order to The Feasibility study has determined the priority build in resilience to climate change risks. investments for the Project, which will be financed by an EBRD loan and will form the basis for project appraisal and approval by the EBRD.
Services: • Baseline Study • Financial Analysis and Modelling • Technical Assessment • Environmental and Social Due Diligence • Long-Term Investment Strategy • Climate change assessment • Priority Investment Programme DESIGN AND BUILD OF ABU ALANDA – KHAW WATER TRANSMISSION PIPELINE AND HYDROELECTRIC POWER PLANT JORDAN
Client: Water Authority of Jordan
Partners JV (SADE/ATCCO/RAZELBEC)
Funding Agency: AFD
Capital Value Confidential Fees USD 505,000 Duration 2016- 2018
Project Background Project The full scope of work will include the following The project collects water from the Disi aquifer Description: (using Yellow FIDIC Book Conditions) : using fifty-five wells in southern Jordan and • All the surveys and technical studies that are northwestern Saudi Arabia. The water is routed necessary for the design and construction of to Amman by pumping via a325 km pipeline. In the works Amman, this water is collected in the Abu Alanda • Detailed design of all components of the works reservoir, 150000 m3 of capacity. • As build drawings after the commissioning The kingdom of Jordan is also currently exposed operations to influx of refugees, from Iraq and From • The water pipeline between Abu Alanda and Syria. These refugees are at the border of the an intermediate reservoirs , at about 9.6 km country,North of Amman. This has resulted in from Abu Alanda increased demand of water in this area. • The civil works for the Intermediate Reservoir The Abu Alanda-Khaw Water Transmission • An Hydraulic Power Plant at the Intermediate Pipeline is the first part of a project to supply Reservoir and the hydraulic and power water to the North Governorates. It shall convey connections 30 MCM/y from the Abu Alanda Reservior to • The water pipeline between the intermediate Khaw, which is at about 35 km far from far this reservoir and Khaw reservoir. • The civil works for a New Reservoir at Khaw AJ carried out the final design for: • An Hydroelectric Power Plant at Khaw and • Pipeline (34km): Hydraulic and power connection • Main pipe from Anu Alanda reservoir to the • A SCADA System for the overiew abd control of intermediate reservoir (10km) the complete system • Main pipe from the intermidate reservoir to • the process in the future. Khaw reservoir (24km) • Main pipe within the HPP buildings • 9 Chambers • Additional Storage reservoir at khaw site (7200m3) • Structural works Design • Architectural design • MEP Works
Services: • Review the pipeline design and the Hydraulic calculation • Preliminary Design Report TAYBAH – WADI MOSA TRANSMISSION PIPELINE WADI MOUSA - JORDAN
Client: Aqaba Water Company Key Staff
Partners Pöyry Project Director: Jihad Abu Jamous Project Manager: Akram AlQehaiwi Funding Agency: European Investment Bank,EIB Sewer Rehabilitation Expert: angelika sturtz Design Engineer: Ayham Obidat Capital Value Survey Team: Fan AlMAsaha USD 2.0 m Structural Eng.: Deena Salman Mechanical Eng. Majed Sarhan USD Design Fees: USD 0.056 m (JD 0.04 m) Fees Electrical Eng.: Maher Abu Ali Supervision fees: USD 0.073 m (JD. 0.052) Cad Operator : Mohammed Rejoub Project Manager (Site Supervision Amer Gousous Duration Design: April 2012- March, 2015 Supervision: March 2015 - Present Professional Staff No of Staff: 8 No of manmonth: 30 mm
Project The project area is with Petra and it is related to conduct analysis for the existing transmission pipeline Description: from Taybah Pumping station down to Wadi Mousa Pumping station and preparation of Condition and recommendation report and tender documents for the measure and rehabilitation works need to be taken.
Services: Arabtech Jardaneh was commissioned by Aqaba Water Company to perform consultancy services for the preparation of studies, design and supervision of replacing the conveyance pipeline from Al Taybah pumping station to Wadi Mousa lifting station.
The study is divided into three stages:
It is proposed to divide the scope of services to Two Main Phases:
Phase I Detailed Design and Tender Documents Phase II Construction Supervision Phase I has been split into three main Stages: Stage I Data Collection and Condition Report. Stage II Evaluating the Existing Pipeline Conditions and Preparation of Recommendation Report Stage III Detailed Design and Tender Documents. THE STUDY FOR BASIC/DETAILED DESIGN AND DRAFT BIDDING DOCUMENTS (COMPONENT B)ON WATER SECTOR FOR THE HOST COMMUNITIES OF SYRIAN REFUGEES IN NORTHERN GOVERNORATES JORDAN Client: MWI Key Staff Partners Nile Jihad Abu Jamous, Project Manager: Mohammad Sutari, Team Leader : Fatimah Al Maharmeh, Hy- Funding Agency: JICA raulic Enginer: Jomanah Al Btoush, Pipelines Engi- neer: Montaser Jazzazi, Stuctural Engineer: Walid Mabrouk, GIS Operator: Samer Matlab, CAD Oper- Capital Value 23 USD ator: Mohammad Rejoub, Surveyor , Geotechnical Engineer Fees USD 199,423 Professional Staff Duration March. 2016 – Feb. 2018 Professional Staff: 12 No of manmonth: 27.38 MM Project Irbid City is the capital of Irbid governorate which is The main objective of this project is to strengthen the Description: situated in northern Jordan, The governorate of Irbid drinking water network in 4 identified zones within Irbid is second most populated governorate in Jordan after city and suburbs, to achieve this objective, preparation of Amman and the highest population density in the the basic/detailed designs and drafting the tender docu- country, as stated in the latest population census (2015) ments for these designs must take place, the strengthen- the estimated present population of approximately ing of these four zones is considered to be part of Phase I 1,770,000 inhabitants in which 20% of them is non-Jor- projects proposed by JICA/TEC. danian residences. The preparation of the basic/detailed designs and drafting A master plan was prepared by JICA in favor of the Wa- the tender documents includes the following tasks: ter Authority of Jordan covering the entire governorates of Irbid and Ramtha and their suburbs which accounts • Checking and reviewing the approved MP and the for the northern region of Jordan, the approved MP was collected Data (i.e. existing electrical, existing water and prepared to identify and mitigate the required measures wastewater networks and telecommunication for improving the drinking water supply and distribu- infrastructure). tion in these areas to meet the demand of the popula- • Site surveys (topographic survey, geotechnical tion up to the year 2035. investigation…) • Basic Design and preliminary plans. The scope of work includes review of the master plan • Detailed design which include population projection, water demand • Finalization of tender documents including Conditions calculations, hydraulic model, in addition to check the of Contracts, Specifications, BoQ and Drawings identification of the District Meter Areas DMAs and the proposed strengthening pipelines followed by Basic and Detailed design of the proposed strengthening water pipelines.
Services: • Basic Design • Preliminary Design • Tender Documents ARCHITECT-ENGINEERING SERVICES – WATER SECTOR INFRASTRUCTURE PROJECT IN JORDAN (WSIP) AMMAN, AJLOUN, AQABA, MAFRAQ, JERASH AND TAFILAH, JORDAN
Client: USAID/WAJ/ MOEnv/ AW Key Staff Partners CDM Smith Project Manager Wafa Daibes Project Advisor: Jihad Abu Jamous Funding Agency: USAID Environmental Engineer (Solid waste Expert): Haitham Ali Environmental Engineer : Mousa Al-sheikh Capital Value ---- Environmental Engineer : Mohannad Al-batsh Fees USD 5 M Professional Staff Duration June . 2015 - TO 2020(5 years) Professional Staff: 3 No of manmonth: 5
Project Providing all the engineering infrastructure • Construction Management Services (CMS) for Description: development services that USAID/Jordan in Co- Nour Wastewater Networks packages for 35 km operation with the MWI/WAJ, Water Companies, sewer pipelines. Municipalities and MoEnv is planning to carry • Amman improvements phase III facilities, out during the implementation. Including several including preparing preliminary, detailed & engineering assessments, studies, designs and Tender documents for two packages. In addition construction management in the water, wastewa- to Construction Management Services (CMS) for ter and environment sectors. about 50km water pipeline in addition to Pump station . Components : • Ajloun wastewater network including detailed design and tender documents for 3km of sewer • Construction Management Services (CMS) and assessment of the existing lifting station . for Jerash Wastewater Treatment Plant with a • Aqaba North Wastewater Treatment Plant , design capacity of 9,000 m3/day. including Design review and Construction • Construction Management Services (CMS) for Management Services (CMS) with a design Tafilah Wastewater Treatment plant with with capacity of 28,000 m3/d. a design capacity of 7,500 m3/day. • Review & update Tender Documents for AlEkaider Zibar Facilities, tendering and Con- struction Management Services (CMS) .
Services: • Coordination • Tender document preparation • Data gathering • Tender document update • Construction Management Services • Water Modeling • Water network design • Wastewater collection system design • Design review for WWTP design SUPERVISION SERVICES FOR STRENGTHENING OF WATER RESOURCES PROJECTS FOR RIYADH CITY RIYADH, SAUDI ARABIA
Client: National Water Company Key Staff Partners HGDB Arabia Resident Engineer , SCADA Expert Civil Engineer , Mechanical Engineer Funding Agency: ---- Process Engineer Professional Staff Capital Value SAR 1,600,000,000 No of Staff: 35 No of manmonth: ---- Fees ---- Duration Construction Supervision: 6 months Operation & Maintenance:12 months
Project Design review of structural, civil, electrical, mechanical, process, and instrumentation submittals; Description: Material approval; geotechnical designs and Process design approval Construction supervision of the following component of the project: drilling 40 water wells depth ranges 1700 meter to 2,600 meters; installation of water pumps, construction and installation of water storage tanks, water treatment plants and water pump stations; construction of water networks and related water sys- tems.
The project include the construction of full civil works, power supply installation and electrome- chanical works.
The construction supervision team included the following disciplines: Engineers (civil, electrical, mechanical, geological, instrumentation, process design, architect, material); Site inspectors (civil, electrical, mechanical, land surveyors), project controllers (cost controllers, planners / schedulers, document control)
Services: • Supervision Services WADI EL MEGNEAN TRIPOLI – SITE ASSESSMENT AND SCOPING DOCUMENT TRIPOLI - LIBYA
Client: Engineering Consulting Office of Utilities (ECOU) Key Staff Technical Leader: Imad Ghanayem, Senior Partners MWH Consultant: Robin Green, Operations Manager: Ian Hutchinson, Technical Staff: Rasha Tomairi and Ashraf Ma’ani Funding Agency: Engineering Consulting Office of Utilities (ECOU)
Capital Value --- Professional Staff No of Staff: 10 Fees USD 0.26m No of manmonth: 7 / 21 Duration Jan. 2008 – July 2008
Project Wadi El Magnean is a 60km watercourse in the coastal Assessment Results Description: belt of Libya with varying topography along its length The current issues associated with the Wadi El Magnean and which intersects the City of Tripoli running in a were found to be interlinked. The core problems were: south-north direction. The study focused on the 34 • the degradation of the CSO km of the wadi south from the coastal discharge • the accumulation of solid wastes point into the Mediterranean Sea and which passes • the profile and the hydrological characteristics of through the city of Triploi and alongside the main the channel and surrounding area airport. The wadi has past flooding events including a • the reactionary approach to wadi management particularly sever one in 1986, but these have become that has been adopted in the past frequent events due to: • the blockages of the main sewerage systems of Conclusion Triploi leading to discharge from the Combined Commitment is required to implement mitigation Sewer Overflow (CSO) in times of heavy rainfall measures outlined in the Assessment Report. Short term • the presence of large quantities of mixed solid solutions were recommended to provide a degree of waste within the wadi leads to blockages at wadi abatement but implementation of long term solutions is crossing points (bridges) imperative for the pro-active, sustainable management • increase of municipal wastewater of the wadi in the future. Recommendations to improve • illegal sewer connections the amenity of the area and, more importantly, the • increase in stormwater runoff to the wadi due to environment and public health of the surrounding the development in Tripoli. communities include: AJ with MWH (as lead partner) undertook an • Safe pedestrian crossings assessment of operational characteristics and • Redesign of the CSO along the wadi management issues relating to Wadi El Magnean. • Integration of wadi into Green Belt proposals • Technical Solutions
Services: • Walk over survey to verify topography • Outline Management Plan and conditions • Factual report • Interviews with stakeholders • Assessment report • Review of historic event data • Assessment of CSO redesign options report • Cost Assessments • Training (through teaming) of ECOU staff • Optioneering medium & long term technical solutions COASTAL STRIP AGRICULTURAL WATER DISTRIBUTION SYSTEM, AREAS 4 TO 9 TRIPOLI - LIBYA
Client: Authority of the Great Man-Made River Project Key Staff Partners MWH UK Ltd Project Manager : Akram AlQehaiwi; Technical Manager, Sebouh Lebjian; Lead Modeller Luba Funding Agency: Government of Libya Hamdi; Network Design Engineers; Fatimah Maharmeh , Jomanah Btoush and Basmeh Ghezawi Capital Value Approx USD 2bn Professional Staff Fees US$ 5m, to AJ 1.1 m No of Staff: ---- No of manmonth: 12 / 100 Duration Nov. 2009 – 2011
Project Coastal Strip Agricultural Area (CSAA) The water balance focused on fair distribution of the Description: The CSAA is considered the food basket for Tripoli irrigation water out-tanks required the system to be due to its fertile soils, water supply and the suitable fully pumped and AJWE considered the options for climate throughout the year. Unfortunately due reducing pumping costs of the 6 pumping stations to the excessive usage of the aquifer the water with between 60-45 m head and flow s of 1495 l/ sources have become saline and unsuitable for sec. The pipes were ductile iron for 300 to 1200 dia irrigation. transmission pipelines and PE and UPVC for the 315 The nine individual supply areas are broken down mm to 25mm dia distribution networks. into smaller sub-areas known as district meter zones. Water is supplied from the large diameter Phase 2: Master Plan conveyance system known as the TAT which is Determined the optimum configuration of the part of the Great Man Made River System, which irrigation networks for the preferred option extracts ad conveys water from aquifers in the and developed the final conceptual plans. Two south of Libya to the coastal belt. administration compounds. were included with There is one identical connection turnout for each controls to monitor the allocated supplies to each of the 6 supply areas in this project . The turn farm. outs and the related storage tanks were provided under another contract. The scope of this project Phase 3: Final Design Development was to provide an efficient water supply network Supplementary topographical survey was carried to deliver irrigation water to approximately 15,000 out along the main transmission routes based on farms located within supply areas 4 to 9 of the CSAA the recommendation of phase 1 and geotechnical (82,000ha). This include d over 4000 km of pipelines investigations to determine bed-rock levels and soil and related pumping stations to deliver irrigation chemical composition. Basemaps and final designs water from the Turn-Out Tanks to the farm gates, were then prepared for approval. together with all the required mechanical plant, electrical installations and system controls. Phase 4: Development of Tender Documents The project consisted of four stages: Detailed design drawings for all pipelines , key plans, services details, standard drawings, pumping Phase 1: Review surveys and prepare Water stations with MEICA and structural drawings. Tender Balance documents were prepared according to the GMMR Additional survey needs were identified to standard conditions related to Libyan Law. supplement the 5-2004 data.
Services: • Evaluation of Survey Data • Baseline Mapping • Basis of design criteria • Master Plan • Water Balance • Preliminary and Final Design • Additional Topographic Surveys • Preparation of Tender Document s including • Geotechnical investigations for main BoQ, Specifications and Conditions of structures contract CONSULTANCY SERVICES FOR SUPERVISION OF REINFORCEMENT OF BATINAH WATER TRANSMISSION PIPELINE BATINAH ,OMAN
Client: Public Authority for Electricity & Water (PAEW) Key Staff ------Partners ---- Professional Staff Funding Agency: Client No of Staff: ---- No of manmonth: ------Capital Value 84 M OMR (220 M USD) Fees 1,617,914 OR ( 4,202,208 USD) Duration 2018- ongoing
Project The main goal of the project is to undertake a • 1 No. - 5,000 m3 break pressure tank at Al Hazm Description: Supervision Consultancy Engineering Services, • 1 No. - 8,000 m3 storage tank at Al Hazm through conducting design review process for the • 1 No.- 15,000 balancing tanks at Suwayq existing purpose of checking adequacy and conformance of compound, the original design with PAEW Design Guidelines, • 1 No. -10,000 m3 storage tankat Saham. Standards and Material Specifications for Water Supply Systems. Pump Stations: Design & Build of the following The project consists of different components five new pump stations with surge equipment including the following: and auxiliaries: Pipelines: Design & Build of a total of about 1. New pump station at Barka IWP (PAEW site) with 145.0 km comprising of: in Barka IWP compound (Nr. 4 pumps -3970 1. DN 1800 pumping main, 22 km long, from Barka m3/h at 95 m each). Main PS- IWP (PAEW site) to Oman Logistics area 2. New Pump station at Oman Logistics reservoir reservoir compound to Suwayq (Nr. 4 pumps -3918 m3/h 2. DN 800 offtake, 1.3 km long, from Musannah at 120 m each) and to New Barka SR (Nr. 3 Transmission to Barka SR reservoir. pumps-745 m3/h at 32 m each). 3. DN 600 transmission main, 0.3 km from Oman 3. New Pump station at Suwayq reservoir com Logistics PS to existing DN 600 Bar.ka-New Barka pound to Saham & Khabourah (Nr. 4 pumps SR transmission. -2200 m3/h at 120 m each). 4. DN 1500 pumping main, 34.3 km long, from 4. New Pump station at Saham reservoir compound Oman Logistics PS to Al Hazm Junction. to Suwaiq/Khabourah and Sohar SR/IR reservoirs 5. DN 1100, pumping main, 16.9 km long, from Al (Nr. 4 pumps -1825 m3/h at 125 m each). Hazm junction to end of ORPIC corridor. 5. New Pump Station at Al Hazm BPT 6. DN 1000 pumping main, 9 .4 km long, from end of ORPIC corridor to Suwayq reservoir com SCADA works for above assets, its integration pound. with existing assets. SCADA works to enable 7. DN 1000 offtake, 0.1 km long, from Al Hazm capturing normal operations from Sohar and Junction to Al Hazm BPT. Barka IWP at plant PS locations. 8. DN 800 gravity main, 42 km long, from Sohar SR/ IR reservoir to Saham Reservoir compound. Fiber Obtic Cables: 9. DN 1000 mm pumping main, 19 km long from Optical fiber cable laying and connecting Barka proposed Al Hazm break tank to Al Hazm existing pump station to Seeb reservoir complex Reservoir. and MPS reservoir (Dakhilyyah project)-33km and 10. Other Interconnection Works. from Barka PS to Sohar SR/IR reservoir and other Reservoirs: Design & Build of a total of 5 reser- branches. voirs with total capacity of 88,000 m3: • 1 No - 50,000 m3 storage tank at Oman Logistics Area Compound
Services: • Design Review • Construction Supervision • Review MEP submittals UPDATE OF TENDER DOCUMENTS AND CONSTRUCTION SUPERVISION OF THE WATER SUPPLY SCHEME FOR AL AYN, SINT & SEEH AL MAASHI AT IBRI BAHLA WILAYATS OMAN
Client: Public Authority for Electricity & Water (PAEW) Key Staff
Partners Ibn Khaldun. Almadaen (IKAM) Project Director: Jihad Abu Jamous Project Manager: Jomanah AlBtoush Funding Agency: Public Authority for Electricity & Water (PAEW) Technical Leader: Ayham Obidat/ Fatimah Maha- rmeh;Water Engineers: Enas Abu Zahieh/ Mon- Capital Value USD 50 M taser Jazazi/ Khaled Hilo, Environmental Expert: Mechanical: Majed Sarhan/ Ahmadك Fees USD 1,970,527 Wafa Daibes Nawajh;Electrical & SCADA: Maher Abu Ali/ Hos- Duration August.2016- Ongoing sam Obidallah; Structural: Walied Mabrouk , Draftsmen: Mohammad Rjoub / Samer Matlab
Project The key objective of this project is to provide sub- 3) Sint and Sant scheme: Description: stantial improvement in the level of water services The proposed Barut reservoir is source for the population of Ayn, Sint & Seeh Al Maashi At water to this scheme. Water shall be pumped from Ibri And Bahla Wilayats, through reviewing, updat- the Barut reservoir to Sint reservoir 2,000m3. Further, ing, designing, tendering and supervising the ap- water shall be boosted to the proposed Sint water proved packages of the water supply scheme with tower 200m3. Water shall be supplied from Sint firefighting requirements for Al Ayn,sint And Seeh water tower to village Sant and high elevated region Al Maashi, including existing and new planned ar- in Sint village by gravity. eas settlement in addition to carry out the detailed design for approved modifications. the below 4)Seeh Al Maashi scheme shows the main water scheme components: This scheme is divided into high and low zones. A Al Ayn scheme: new pump station is proposed at the existing Khuba- A new pump station and 200m3 tank are proposed rah tanker point compound. Water shall be pumped at the existing Al Hajar tanker point from existing Khubarah tanker point to new Seeh Al compound. Water shall be pumped from existing Maashi reservoir, further water shall be pumped to Al Hajar point to new Al Hajar reservoir 10,000 the Seeh Al Maashi Reservior 2,500m3. Water shall m3 which also acts as a storage reservoir for Al be supplied to Seeh Al Maashi villages from high & Hajar distribution network and supply water to low zones villages by gravity. Al Ayn reservoir by gravity transmission main. A ground level reservoir is proposed at village Al Ayn Also the scope includes: 4,000m3 . The Al Ayn and adjoining distribution • Associated SCADA control system with control networks shall be fed from the Al Ayn reservoir by room gravity. • Power supply for all compounds 2) Barut scheme: A ground level reservoir 3,000 m3 is proposed at village Barut. The Barut and adjoining distribution networks shall be fed from Barut reservoir.
Services: • Data collection and site investigations • Geotechnical • Hydraulic Modeling • Monthly Reports • Design Review for all components • Project management Plan • Tender documents (Prime, Specs, BoQ, • Water Quality Modeling Drawings) • Surge analysis & Report • Construction Supervision • Topographic Survey & Report CONSULTANCY SERVICES FOR CONSTRUCTION SUPERVISION OF QURAYYAT TIE- IN IN QURAYYAT WILAYAT IN MUSCAT GOVERNORATE OMAN
Client: Public Authority for Electricity & Water (PAEW) Key Staff Partners Atlas International Engineering Mohammad Sutari, Maher Abu Ali, Majed Funding Agency: ---- Sarhan, Fatimah Al Maharmeh, Jomanah AlBtoush, Rami Abu Layla, Montaser Al Jazazai Capital Value ---- Professional Staff Fees USD 2,056,690 No of Staff:---- No of manmonth: ---- Duration 2.2016- 8.2018
Project The main goal of the project is to undertake a Below are detailed description: Description: Supervision Consultancy Engineering Services, through conducting design review process for the Site preparation and excavation works necessary for purpose of checking adequacy and conformance a new, fully automated Forwarding Pump Station of the original design with PAEW Design Guidelines, with variable speed pumps with capacity of 200Ml/d Standards and Material Specifications for Water of water, to transfer this water from the reservoir at Supply Systems. Qurayyat to Deem Reservoir.
The Project involves supervision on construction • Work elements at the Pump Station include: of a pump station and a carbon steel transmission • All pumps, pipeline. It will be awarded for construction on • Surge protection, design and build basis. • Power supply arrangement, Works will include supervision on the construction • Instrumentation, of a new pump station and pipeline which will • Control, transfer • SCADA and telecommunication facility, water from the reservoir at Quarayyat to Deem, as • Site works (pipework, lighting, roads, the constructed Pump Station is fully automated landscaping, fencing etc) forwarding Pump Station with variable speed • and a guard house and relocation pumps which has the capability of transferring up to 200 Million litres of water per day Installation of DN 1400mm carbon steel pipeline, including all fittings, valves and appurtenances, from the main pump station up to and including the connection to the contract interface at BPS2. The pipeline is approximately 12.5km long with a PN60 rating.
Services: • Construction Supervision Services DESIGN REVIEW FOR WATER DISTRIBUTION NETWORK FOR DUQM PORT IN WUSTA GOVERNORATE OMAN
Client: Public Authority for Electricity & Water (PAEW) Key Staff Partners Atlas International Engineering Mohammad Sutari, Maher Abu Ali, Majed Sarhan, Funding Agency: ---- Jomanah AlBtoush, Rami Abu Layla, Osama Alshaikhali Btoush and Basmeh Ghezawi Capital Value ---- Professional Staff Fees USD 85,000 No of Staff:---- No of manmonth: ---- Duration 2015
Project The main goal of the project is to undertake a The detailed scope of the design review includes: Description: Supervision Consultancy Engineering Services, Potable water network review will include: through conducting design review process for the • DN 400 mm Dutile Iron Pipes, length of 7,825 m purpose of checking adequacy and conformance • OD 355 mm HDPE pipes, length of 2,770 m of the original design with PAEW Design Guidelines, • OD 225 mm HDPE Pipes, length of 21,065 Standards and Material Specifications for Water All valves (air valves, wash out, gate valves and Supply Systems. butterfly valves) and their chambers Structural design of the tanks (8&1) The project consists of different components • Tank No.55 :1x50 m site size and capacity of including the followings: 3,200 m3 • Tank No. 50 :2x43 site size and capacity of • Water System (Transmission and Distribution); 2,400m3 • Water Storage Facilities; • Booster Pump Station: 35x25m site size and • Pumping Stations; capacity of 880 m3 • Electrical Design; Electrical design for tanks • SCADA System; and SCADA System • Structural Design. Internal roads and drainage system within the site
• Design Review Report Services: • Review MEP submittals CONSULTANCY SERVICES FOR CONSTRUCTION SUPERVISION OF WATER SUPPLY SYSTEM TO TAWI NISF, WADI MAHRAM, SAYMA AND OTHER VILLAGES IN SAMAIL AND IZKI WILAYAT OMAN
Client: Public Authority for Electricity & Water (PAEW) Key Staff Partners Atlas International Engineering Mohammad Sutari, Maher Abu Ali, Majed Funding Agency: ---- Sarhan, Fatimah Al Maharmeh, Jomanah AlBtoush, Rami Abu Layla, Montaser Al Capital Value ---- Jazazai Professional Staff Fees USD 105,000 No of Staff:---- Duration 2014 No of manmonth: ----
Project The main goal of the project is to undertake a • Wadi Mahram & Samail: Approximate length Description: Supervision Consultancy Engineering Services, of DI transmission pipelines DN 400 mm is 15.2 through conducting design review process for the km length and DN 300mm is 11.3 km length and purpose of checking adequacy and conformance DN 200mm with 1.459 km. Water distribution of the original design with PAEW Design Guidelines, network DN 125mm length of 1.5km Standards and Material Specifications for Water Storage capacity of ground surface reservoirs as Supply Systems. follow: • TawiNisf ground service reservoir capacity The project consists of different components 5000m3 including the followings: • WM&S break tank 1 capacity of 2000 m3 • WM&S break tank 2 capacity 1350 m3 • Water System (Transmission and Distribution); Structural design of the pumping stations (2&1) • Water Storage Facilities; and its related facilities: • Pumping Stations; • Pumping station 60 :1 l/sec capacity, 160m • Electrical Design; head which one duty and one standby • SCADA System; and • Pumping station 20 :2l/sec capacity, 150m head • Structural Design. with one duty and one standby
Below are detailed description: In addition to civil design of pumping stations (2&1) Water Supply and Water distribution systems and its related facilities, equipment inside pumping for the following zones: station (2&1), suction reservoir of 6,000 m3 capacity • TawiNisf: Approximate length of DI for pumping station 1 and suction reservoir of 900 transmission pipelines DN 500 mm is 1.4 m3 capacity for pumping stations (2&1), Electrical km length and DN 300mm is 6 km. water design system for pumping stations 1, SCADA distribution network DN from 125mm to system and Internal roads and drainage system 250mm with 16.5 km length Services: • Design Review Report • Review MEP submittals EIN SULTAN IRRIGATION REHABILITATION Jericho - Palestine
Client: Municipality of Jericho Key Staff
Partners None Project Manager: Yousef Naji; Hydraulic Engineer:Dr. O. Janosi; Funding Agency: USAID Irrigation Engineer: A. Subhi ; Agriculture / Irrigation: Dr. A. Arar Capital Value USD 19.71 m (JD. 14 m) Professional Staff Fees USD 0.25m No of manmonth: 80 / 160 Duration 1997 – 1999
Project Project Background Description: For its water supply, the city of Jericho relies on two springs and several wells. One of the springs is Ein Sultan ,as for the wells which are located inside the city limits. However, the wells belong to private owners whom they use the water for irrigation and domestic uses. A second source, Ein Duyuk, feeds the western part of the city’s irrigation canals,(16 hours per week). The irrigation system of Ein Sultan spring flows by gravity from the source at elevation of 215 meters be- low sea level to the lower part of the irrigated area at elevation 280 meters below sea level. Due to lack of maintenance , a considerable seepage and evaporation losses take place. Moreover, the irrigation system is endangered because of city expansion.
Services: • Site Inspections • Data Reviews • Operational Record Reviews • Condition Assessment HEBRON WATER SUPPLY AND DISTRIBUTION MASTER PLAN HEBRON - PALESTINE
Client: UNDP Key Staff Partners Arabtech Jardaneh / Palestine (AJ-P) Project Directors: Ibrahim Abu Ayyash, Peter Funding Agency: USAID and other donors through UNDP Lawrence; Project Manager: Richard Armitage; Deputy Project Manager: Bader Kassab; Network Capital Value USD 35.2 m Modeller Raied Ebaid
Fees USD 420,000 Professional Staff No of Staff: 6 Duration 1997 to 1998 No of manmonth: 24
Project The project was part of a multilateral assistance Master Plan Recommendations Description: package to the Palestinian people in the West Bank The Master Plan recommended a -4 phased and Gaza Strip. implantation starting with urgent projects to The water supply for domestic, agricultural and safeguard water quality and remove bottlenecks, industrial uses in Palestine are characterized by its then moving through restructuring and replacement scarcity, and maintaining sufficient supplies in the phases to extensions. future will become a major problem. An Action Plan was included for institutional This situation is made far more difficult because development and reform to bring professionalism there is unequal distribution of supply between and development of procedures in all aspects of the the various communities. Hebron Water Department of the PWA. Palestinian water rights were recognised in Article 40 of the Oslo Accord in which Israel accepted to Specific recommendations included: increase the water allocation to the Palestinians by 80 – 70 Mm 3/Y . • Refurbishment of disinfection facilities MWHAJ and AJ-P were appointed by UNDP • Redeveloping wells to prepare a master plan for water supply and • Replacement of buildings distribution systems in the city as a part of a series • Introduction of pressure zones to reduce of funded assistance packages. The old water systems of Hebron were in poor leakage condition with poor maintenance and little repair • Domestic meter replacement of pipes and meters. • Establishing district meter areas Unaccounted for water had been estimated at %45 between 1993 and 1997 of which %25 were physical losses and %20 due to metering faults. The population of Hebron was reported to be 120,000 from a census in 1997 and estimated to reach 258,000 by 2020. Water demand was estimated to increase from 85 lhd to 138 lhd in 2020.
Services: • Master Plan • Assessment and Modelling using H2ONet • Outline Design • Preliminary Costing JERICHO CITY DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM PROJECT JERICHO - PALESTINE
Client: UNDP Key Staff Partners Arabtech Jardaneh -Babel Project Manager: Gerry Murray; Water Specialist: Funding Agency: UNDP Richard Armitage; Modeller: Mike Omasta
Capital Value USD 10 m Professional Staff Fees USD 90,000 No of Staff: 6 No of manmonth: 5.25 Duration 1995 – 1997
Project Claimed by some to be the oldest city on the Another challenge stemmed from the system’s Description: world, Jericho sits 800ft below sea level beside extreme state of disrepair. No flow recording the Jordan River. devices existed and few of the valves worked. To Excavations have revealed many layers of determine present flows and demands, the team archaeology including the illustrated tower, 8m in had to conduct flow measurement tests. diameter estimated to be 8000 BC. Arabtech Jardaneh – Babel were appointed to A computer model of the system was developed conduct studies to refurbish and upgrade the using EPANET software and design of a new system City of Jericho’s municipal domestic water supply was undertaken. and distribution system. The existing system was in extremely poor condition and 40 percent This included related activities such as compiling of the water pumped into the system was lost cost-benefit analyses on capital recovery and O&M through leakage so that the municipality could costs, preparing detailed design, tender documents, only provide partial supply of water to residents. and a construction implementation plan. An initial assessment of the system concluded that more than 90 percent of the system should Follow-on activities addressed O&M, public water be abandoned and new distribution and pumping conservation awareness, and future water use facilities provided. strategies. Key Challenges The major challenge faced was a total lack of information, records, and drawings for the existing distribution network. To gather information, the team had to “walk” the main system and rely on local knowledge to map the system’s layout.
Services: • Modelling • Detailed Design • Preparation of Tender Documents • Design of New Pumping Station and Chlorine Dosing Facilities WATER RESOURCES PROGRAMME PHASE II (WRP II) BETHLEHEM AND HEBRON GOVERNORATES - PALESTINE
Client: USAID / Palestine Water Authority Key Staff Partners CH2MHill and MWH Project Directors: Colin Martin; Construction Funding Agency: USAID Manager: David Mosher
Capital Value USD 300 M Professional Staff No of Staff: 30 Fees USD 3.3 M No of man months: 924
Duration Jan. 1999 – Oct. 2002
Project USAID’s West Bank Resources Program aims • Aquifer characterization field studies Description: to provide safe and adequate water supplies • Aquifer modeling and preparation of to all resident communities of the West Bank groundwater management models baseline region. WRP II (also named Bethlehem 2000) water quality monitoring commenced before the period of Intefada when Engineering Design and Procurement the millennium›s hopes for peace gave a focus to Documentation urgent needs for the holy city of Jerusalem. The This element of the project included monitoring project therefore included an urgently needed and exploratory wells, bulk water supply and road upgrade to cater for anticipated millennium transmission facilities, village water distribution tourists to the city. systems including all supply wells, treatment, The main project focus was, however, to provide storage, pumping, and transmission line guaranteed access to and more effective use of the components. Our team provided the feasibility scarce water resources. studies, preliminary designs, and final designs and WRPII was aimed at improving water supplies construction supervision for these facilities. Drafts of to the Palestinians in the Hebron, Nabulus, and the procurement documentation for these facilities Bethlehem Districts and to increase supplies by have also been prepared. more efficient usage. The supplies provided only about 13 gallons per Water Master Planning day per capita which was less than half the WHO’s The Team has updated and enhanced the minimum standard and in the seven villages there Comprehensive Planning Framework for Water were no water distribution systems. Resources in the area. This framework was originally The project consisted of designing and managing developed under WRP Phase I and later expanded the construction of 11 production wells and by the World Bank’s Water Sector Strategic Planning 16 monitoring wells (with average depths of Study. Our Team’s work advanced these studies, 800 meters), and over 100 km of transmission addressing equity issues and Jordan River riparian pipelines with associated storage and pumping rights, and is an important technical baseline for facilities in the West Bank area for the Palestinian future peace process water negotiations. Water Authority(PWA). The water component of The update provided water resource plans in -10 the project included the following groundwater year intervals for meeting the water requirements studies: through to the Year 2040. Studies of eastern and north-eastern Basins.
Services: • Feasibility Study • Design • Hydro-geological Investigations • Construction Supervision • Groundwater Modeling • Commissioning • Project Management • Environmental Impact Assessment • Training • Hebron Wastewater Monitoring Program Water Resources Programme Phase III (WRP III) BETHLEHEM AND HEBRON GOVERNORATES - PALESTINE
Client: USAID / Palestine Water Authority Key Staff Partners CH2MHill and MWH Project Directors: Rick Martin; Construction Funding Agency: USAID Manager: David Mosher
Capital Value USD 300 M Professional Staff Fees USD 7.35 M No of Staff: 25 No of man months: 915 Duration Aug. 2000 – Aug. 2008
Project Following on from the success of our project team’s Capacity Building Component Description: Water Resources Programme II we secured the next This task involves providing experts in operation and phase continuing and extending the programme’s maintenance from our Asset Management Group to aim to secure sustainable water supplies to the help the Palestine Water Authority to develop their West Bank communities. performance.
Wastewater Component All projects required the management of electrical This task involves the preparation of a feasibility upgrade and supply and communication upgrades. study, preliminary design, detailed design and tender documents for the wastewater system for Key Features collection, treatment and re-use for the Hebron The project was undertaken under the difficult city in the West Bank for an estimated construction political circumstances of the intefada and the cost of about US45$million resulting conflicts led to many barriers to progress, safety of our team was of paramount importance. Water Supply Component This task involved the preparation of a feasibility study, preliminary design, detailed design and tender documents for the bulk water supply system for the east Hebron villages.
Water Resources Component Our team developed water resources management plan for the West Bank which included: Training on use of groundwater models in water resources planning and management.
Services: • Master Plan Studies • Groundwater modelling • Feasibility Study • Tender Documents • Water Resources Study • Construction Management • Hydrogeological Investigations • Institutional capacity building • Preliminary and Detailed Designs • Wastewater Treatment Plant • EIA Study • Wastewater Reuse Scheme • Groundwater modelling • Design & Implementation of Demonstration • Tender Documents Projects. • Construction Management WATER SUPPLY, STORMWATER AND SANITATION FOR 2 PALESTINIAN REFUGEE CAMPS (KHAN DANNOUN & KHAN ESHIEH) Syria
Client: UNRWA - Syria Field OfficeMezzah Autostrad / Beirut Key Staff Road Intersection Damascus , Eng. Mohammad Satari Project Manager : Jomanah Al-Btoush/ Montaser ALJazazi / MHC Technical Leader : Ayham obiadat Partners Nil Project Technical leader : Enas Abu Zahia Mechanical Engineer : Ahmad Al-Nawajha Funding Agency: USAID Electrical Engineer : Hossam Obaidallah Water Engineer : Montaser Jazzazi; Wastewater Engineer Capital Value €110 million (€8 millionfrom EU; €45 million EIB : Khalid Al-Hilu WWTP Expert: Mohammad Sutari/ Ayham loan; contribution of Syrian Government) Obidat Drafts man : Samar Matlb / Mohammad Rejoub Euro 1.36 m Roads Engineer: Mohammad Ammari Hydrologist: Ali Saad Fees Structural / Architectural: TBN Duration 2004 - 2009 Professional Staff No of manmonth: 25 / 215 mm Project The Project consisted of three phases. Description: Phase I: Feasibility Study and Preliminary Engineering Khan Eshieh & Khan Dannoun Camps Infrastruc- Designs for Sub-Projects 1,2 and 3, Review and ture Works (“ Sub-Projects 4 & 5”) verification of designs related to Sub-Projects 4 This included review, update and validation of previ- and 5 as described bellow. ous studies and designs for the infrastructure works Al-Kisweh & Artouz Wastewater Treatment including water distribution, wastewater collection, Plants(“Sub-Project s1 & 2”)-DB+O Contract storm drainage and roads within the camps’ areas. This sub-project included study and evaluation Phase II: Detailed Engineering Design, Construction of different alternative options for the treat- Drawings and Tender Documents related to Sub-Pro- ment facilities that serve: jects 1-5. • Khan Dannoun Camp, Al-Kisweh, Taibeh Phase III: Tendering, Construction Supervising for and any other community within the same Sub-Projects 4 and 5 and Ad Hoc assistance related to catchment area. Sub-Projects 1 - 3. • Khan Eshieh Camp, Artouz, Drousheh and Software used included H2OMap, Hades, Flowmaster any other community within the same catchment’s area. This project had a significant training component (both technical and administrative) which continued Regional Water Supply Scheme (“Sub-Project over a 4 year period of the project. 3”) This sub-Project included study and evaluation of different routes to transfer the water pro- duced from Al Arneh and Altamasyat wells to supply Khan Dannoun and Khan Eshieh Camps and any other communities along the preferred route.
Services: • Study, Design Treatment Plants & Pumping • Tender Documents Station, Water Distribution & Wastewater • Training Collection, roads and Storm water drainage. • Construction Supervision, • EIA • Technical Assessment to the Contracting AL-MUKALLA WATER SUPPLY AND WASTEWATER COLLECTION AL MUKALLA - YEMEN
Client: Local Corporation for Water Supply and Sanitation Key Staff Hadramout Governorate Coastal Areas (LCWSSH Project Manager: Michael Hall; Deputy Project GC) Manager: Akram Al Qehaiwi ; Technical Leader: Partners MWH-UK, Ghayth Aquatech Sebouh Lebjian; Mechanical Engineer: Mahmoud Azzam; Electrical Engineer: Maher Abu Ali Funding Agency: World Bank Professional Staff Capital Value USD 45 m No of Staff: 13 Fees USD 2.3 m No of manmonth: 92.5 Duration Jan 2007 – Mar 2008
Project Al-Mukalla is an active seaport located in a pleas- Description: ant environment on the southern shores of the Re- public of Yemen on the Arabian Sea Coast. It is the • Construction of trunk mains (length about 4 km) fifth largest city in Yemen and is the seat of Had- with diameters 500 – 600 mm and of pumping ramout Governorate. The project consists of five mains (length about 13 km) with diameter 300- individual contracts: 500 mm; • Construction of 3 wastewater pumping stations MUKCW-1 includes: PS 16B, PS17 and PS19, and rehabilitation of the • Diagnosis of current situation for the existing existing wastewater pumping station PS16A. wellfields. • Surface geophysical investigation for the Flik MUKCW-5 includes: Wellfield; (iii) drilling of 4 production, • Construction of wastewater collection network 1 piezometer wells in Flik Wellfield and (about 75 km) with diameters 150 –300 mm; 2 production, 1 piezometer wells in Zamen • Construction of two wastewater pumping sta- Wellfield ; (iv) test pumping and water tions PS20A and PS20B; quality analysis. • MUKCW-6 includes: • Construction of sewage treatment plant and MUKCW-3 includes: Sanitation System. • Construction of wastewater collection network ø 150 to 400mm PVC and GRP pipes ( Area about 400 ha). • Rehabilitation of old Mukalla wastewater collection network; and construction of wastewater collection network. Including house connections • Construction of wastewater treatment works (oxidation ponds) for a capacity of 2 x 7,000 m3/d;
Services: • Design Review • Additional Design services • Tendering • Supervision of Construction URBAN WATER SUPPLY AND SANITATION PROJECT IN ADEN GOVERNORATE ADEN – YEMEN
Client: Ministry of Water and Environment , Local Water Key Staff and Sanitation & Corporation in Aden Governorate Project Director: Richard Armitage/ Ian Hutchinson; Partners MWH-UK, Ghayth Aquatech Project Managers: Paul Jenkins/ Donald Camero Mike Hall; Task Leader (Water Supply and Funding Agency: World Bank Distribution): Bader Kassab/ Ritchard Castle/ Sebouh Lebjian; Task Leader (Wastewater): Capital Value USD 25 m Sebouh Lebjian; Project Engineer: Amer AlZghool Fees Professional Staff USD1.83 m (Euro 1.38) No of Staff: 39 No of manmonth: 247 mm (65 mm AJ, 182 mm Duration 2005 – 2009 MWH, Ghayth Aquatech)
Project The Aden Governorate is expanding enormously Task B Water Resource Assessment Study Description: and tourism business is growing rapidly. The need Prepared in parallel with Task A Rehabilitation of for safe water and distribution services is essential existing water sources and exploration of additional to meet the demands of the growing population. water resources. Key activities include: The Project is divided into four tasks: • Inventory of existing data, water resource studies Task A Development Programme • Define geological and hydrological boundaries Preparation of a development plan to serve as a and aquifer systems framework for the long-term expansion up to year • Geophysical surveys and well drilling activities 2025 for:- • Preparation of groundwater and water quality models 1. water production, transmission and • Assess present and future water production distribution facilities, capacity 2. wastewater collection, treatment and effluent • Investigation of desalination as a supplement disposal or reuse, source of water. 3. investment requirements in 5 year intervals. The project included a formal technical training component on the water conveyance and distribution system , hydraulic modelling Key activities include: and GIS principles and software, as well as the • Population growth projections concept of restructuring and zoning for proper • GIS mapping system management and loss reduction. • Water demand scenarios • Leakage Detection and asset condition Task C Feasibility Study • Hydraulic modeling using H2OMap and Provide detailed water and wastewater investments H2OMap Sewer to Preliminary Engineering Design up to a 1st phase • Design criteria for engineering designs of development to year 2015. • Wastewater discharge estimates • Effluent reuse Task D Detailed Engineering Design
• Extensions and upgrading of wastewater Detailed Engineering Designs and preparation of collection, treatment and disposal bidding documents for the water and wastewater • Financial analysis and investments components to meet the requirements of the 1st • Assessment of environmental impact phase of development.
Services: • Development Programme • Water Resource Assessment Study • Technical Training • EIA AL SHUAIB WATER SUPPLY PROJECT AL SHUAIB - YEMEN
Client: National Water & Sanitation Authority (NWSA) Key Staff Project Team Leader: Bader Kassab , Ibrahim Partners None (%100 AJWE) Satari; Project Consultants: Richard Armitage ; Senior Design Engineer: Haitham Awwad; Water Funding Agency: Arab Fund Engineer: Raid Obaid; Mechanical Engineer: Osama Zeyadeh; Contract Engineer: Yousef Naji Capital Value USD 35 m Professional Staff Fees USD 450,000 No of Staff: 10 Duration 1998 - 2001 No of manmonth: 96
Project Al-Shuaib is a mountainous region, some 300 • Transmission and supply lines with total lengths Description: km Southeast of Sana’a and 140 km North of of 157,543 m and diameters ranging between 65 Aden. The region covers approximately 300 km2; mm and 350 mm. remote, with poor accessibility and has an existing • Distribution system with total length of 8,950 m. population of 40,000. The population growth rate is %3.7. There are no operational water supply The successful completion of the project depended systems in the 144 communities that are scattered very heavily on the close working relationship being throughout the area. developed between the Client and our team The Project objective was to identify and design the most economical solution that is both technically appropriate and feasible for the provision of a potable water supply. In addition, AJ established a long term master plan up to the year 2020 and studied alternative routes for pipelines and locations of wells and pumping stations.
MWHAJ was appointed to prepare detailed engineering designs, cost estimate and tender documents for the proposed first stage project which includes the following components: • 5 Pump Stations, with capacity ranging between 37 m3/hr and 409 m3/hr. • 5 Storage tanks, size ranging between 200 m3 and 6500 m3. Services: • Water Resources Assessment • Preliminary and Detailed Design • Master Plan, Population Projections and • Tender Documents demand Assessment • Hydraulic Modeling • Outline Design and Preliminary Costing • Financial Analysis Model INFRASTRUCTURE PROJECT FOR SHIBAM – HADRAMOUT AND SANITATION SYSTEM FOR ALHOWTA AND ITS SUBURBS SHIBAM / ALHOWTA - YEMEN
Client: Social Fund for Development Key Staff Project Manager : Mike Hall; Technical Man- Partners MWH ager: Sebouh Lebjian; Project Engineer: Joman- ah Al Btouosh; Water Supply Engineer: Jehad Funding Agency: World Bank / LWSSA-HGWD Abu Jamous, Electrical & Telecommunication Engineer: Maher Abu Ali Capital Value ---- Fees USD 436,245 Professional Staff No of manmonth: 18 / 36.5 Duration May 2006 - 2009
Project Project description Description: The historic city of Shibam is one of Yemen’s three AJ was contracted by the Social Fund for Develop- sites registered on the World Heritage List. It is re- ment to provide least cost solutions that are appro- nowned for its magnificent high rise traditional priate to the circumstances and are financially and mud buildings that has earned it the label “Man- environmentally sustainable to safeguard the envi- hattan of the Desert”. The historic city still has ronment from pollution and improve public health about 437 standing buildings, 8 mosques and two for the residents of Shibam. main palaces within the walled city covering an area of approximately 8.2 ha. AJ designed and comprehensive infrastructure sys- Today, Shibam is inhabited by about 2,470 people, tem for the City of Shibam which included an inte- the existing infrastructure systems are in poor con- grated programme of roads and treatment drainage, dition and pose a threat to human health and the sewer, water, electricity and telecommunications environment. systems.
Al-Howta and its surrounding settlements are fast •108 km of gravity wastewater collection growing commercial conurbations in Shibam Dis- •13 pumping stations and pumping mains; trict in Wadi Hadramout. Al-Howta lies 9 km east of • 6000 m3/d capacity stabilisation pond wastewater Shibam on the road to Seyoun. Commercial servic- treatment plant; and es in the district are mostly established in • Irrigation reuse system at the site of the treatment Al-Howta. plant and at Shibam. Currently this community does not have a compre- • Design of roads, telecommunication network; hensive sanitation system. Wastewater is disposed water network and electricity network of in private cesspits or in nearby farms.
Services: • Studies, Design & Tender Documents • Water, Wastewater and Roads • Infrastructure Works • Wastewater Pumping Stations • Wastewater treatment • EIA SANA’A WATER SUPPLY SYSTEM PHASE NO. 1 SANA’A - YEMEN
Client: Sana’a Water and Sanitation, Local Corporation Key Staff (SWSLC) Project Directors: Ibrahim Abu Ayyash/Terry Krause; Project Manager: Yousef Naji; Resident Partners MWH As lead Manager: Raied Ebaid; Design Engineer: Sebouh Lebjian; Resident Engineer: Naem Rajeh/Raied Funding Agency: World Bank Ebaid
Capital Value USD 1.49 m Professional Staff No of Staff: 32 Fees USD 60 m No of manmonth: 94 Duration 2002 - 2010
Project Sana’a has been inhabited for over 2500 years and The project aims were to expand, upgrade and Description: in the 7th and 8th centuries became a significant rehabilitate the water supply & distribution systems centre for the propagation of Islam. The beautiful to meet the current & projected demands. old walled city is now a World Heritage site and Stage I: The project included demographic and many of the ancient buildings and streets have demand studies and use of MWHSoft’s H2ONet been refurbished to their original condition. The modelling package to prepare demand and pressure city has grown rapidly since the 1960s into an zones for the future needs of the city. Emphasis was urban conurbation exceeding 110 sq.kms with a placed on restructuring of the existing networks population of 1.4 million people (2004). and careful zoning into smaller more controllable The total water demand of Sana’a is expected to demand areas to enable a modern leakage detection increase from about 36 Mm3 to almost 126 Mm3 and control system to be developed. annually, by the year 2020. The old water networks Detailed engineering designs and packaging of were inadequate for the future demands with: tender documents were prepared for an area of • only %74 of present areas were served via approximately 3,500 hectares. Prequalification of domestic house connections contractors was undertaken and assistance given to • deteriorating physical conditions of pipes SWSLC in tender evaluation and award. • deterioration of the isolating valves Stage II: Construction supervision for an area of • ingress of ground water from surrounding approximately 1,000 hectares is scheduled to be soils with danger of pollution from septic complete by 2006. tanks Four SWSLC engineers were given specific training in • inadequate pressures at the higher levels in our offices in Amman and taught the use of modelling the system software and given insights into the zoning design • serious water loss (UFW) concepts for a leakage control approach.
Services: • Detailed Engineering Design & Tender Document • Tendering • Construction Supervision • Hydraulic Analysis • Training STUDY, DESIGN, PREPARATION OF TENDER DOCUMENTS AND INFRASTRUCTURE REHABILITATION FOR THE OLD SANA’A CITY SANA’A - YEMEN
Client: Sana’a Water and Sanitation, Local Corporation Key Staff (SWSLC) , Ministry of water & Environment Project Director : Jihad Abu Jamous,Project Man- ager : Akram AlQehaiwi , Techncial Manager: Majed Partners ---- Sarhan, Renovation Exper : Cristina Van Pers and Abdullah AlHAdrami, Structral Engineer : Waleed Funding Agency: Arab Fund for Economic and Social Development Mabrouk, Contract Specilist: Amer AlGousos, Hydrau- lic Engineer: Fatimah AlMAharmeh, Design Engineers Capital Value ---- Ayham Obidat and , Road and Transportation : Majed AlZumot, Topo Survey EngineersAhmad Tomalih Fees USD 529,367.00 Professional Staff No of Staff: 14 Duration 2013 - Present No of manmonth: 46
Project Situated in a mountain valley at an altitude of 2,200 The project is considering only Phase One which Description: m, Sana’a has been inhabited for more than 2,500 is related to the design of rehabilitation for water years. In the 7th and 8th centuries the city became and wastewater networks and it is divided into the a major centre for the propagation of Islam. This following main tasks: religious and political heritage can be seen in the 100 mosques, 12 hammams and 10,000 houses, all Task 1 : Site Study and Data Collection built between seventh and eighth century. Sana’a’s Task 2 : Final detailed designs and Tender many-storeyed tower-houses built of rammed Documents earth (pisé) add to the beauty of the site. Task 3 : Contractors prequalification The old city of Sana’a is very crowded with closely Objective built housing along with the relevant utilities. Most of the existing streets are very narrow and can The overall objective of the project is to prepare a be as little as 1 m in width. Some of the houses comprehensive study and design along with the reach up to 8 stories in height using mud adobe Tender Documents for the required work and the construction. preventive actions to rectify the existing situation at Currently many buildings are exhibiting clear the old city of Sana’a. evidence of structural damages as a result showing clear cracks in most of the building and some AJI will also design and recommend system of building where collapse and in order to identify high standards and high factor of safety for the the reasons behind the structural cracks and failure Infrastructure (Sewerage Network and Water Supply) in of the old buildings it is essential to evaluate the to insure the durability and long life operation. The following: work is also to include contractors prequalification. • Wastewater networks • Water distribution networks • Soil stability • Ground tiling of the street • Drainage systems • Status of the buildings affected by the problems
Services: • Technical Assessment and • Tender Documents Recommendations • Pre-contract Service • Preliminary Design • Detailed Design WASTEWATER AND STORMWATER DESIGN AND SUPERVISION OF CONSTRUCTION Zabid - Yemen
Client: Hodeidah Water and Sanitation Local Corporation Key Staff Project Co-Director: Robert Bridges; Deputy Pro- Partners Pöyry Environment GmbH (formerly GKW Consult) ject Manager: Sebouh Lebjian Engineers: Ibtehaj Subeh, Jomanah Al Btoush; Funding Agency: KfW Deputy Resident Eng: Jamal Qadi Capital Value USD 7.1 m Professional Staff Fees USD 1.4 m No of Staff: 22 No of manmonth: 190 Duration June 2001 - 2006
Project Zabid is an old town, situated in the south west 2) Addendum 1 Description: of Yemen. Founded in the 9th century. Its unique • Design 1500 house connections. architecture makes it of special interest and it is in- • Review and modify the design to consider the cluded in UNESCO’s list of World Heritage sites. house connection design.
The Project objective was to provide sustainable 3) Addendum 2 improvement of the sanitary situation in Zabid • Additional Survey work by the construction of a sewerage system serving • Design of the extension of the sewer system and most of the households in the city. The overall aim water supply system for the souk area. was to improve the public health for all the inhab- • Design of surface storm water drainage system itants of the Old Town of Zabid and (as far as was for the old town. feasible and justified) the population of those are- • Review of the wastewater collection (surface as supplied with drinking water by the local NWSA drainage) system branch of Zabid. • Modify the affected sewer system. 1) Main Tasks • Review the designs of the new collection sys- tem and treatment plant and the design cri- teria. • Review of water demand and wastewater generation. • Financial Analysis and verification of the unit cost and updating of the cost estimate. • Updating the work plan and implementation schedule. • Conduct land survey and geotechnical survey. • Provide pre-contract services. • Construction supervision Services: • Conceptual Project Planning • Tendering and Contracting • Revision of the Final Design Documents • Detailed Design • Pre-contract Services • Construction Supervision