Summary of Ofek Aerial Photography Tender Proposal

THE FEDERAL DEMOCRATIC
REPUBLIC OF ETHIOPIA
MINISTRY OF WATER AND ENERGY
A TENDER FOR TOPOGRAPHIC SURVEY IN LAKE TANA SUB
BASIN FLOODPLAIN AREAS
Basin Administration Directorate
Tana & Beles Integrated Water Resources
Development Project Coordination Unit
A Tender Proposal by
Ofek Aerial Photography (1987) Ltd.
22 Habonim St. Netanya 42170, Israel, P.O.B 8065
Tel: +972-9-8653065 | Fax: +972-9-8650086
Technical Proposal
Copy (3 of 3)
August 20,2013
Ofek Aerial Photography (1987) Ltd.
www.ofck-air.oom | ofck@ofck-air.com
22 Habonim St Netanya 42170, Israel, P.O.B 8065
Tel: +972-9-8653065 | Fax: +972-9-8650086©
OF6K
DIGITAL MAPPING • ORTHOPHOTO • SURVEYS • GIS
ACflIRL PHOTO
THE TENDER FOR THE TOPOGRAPHIC SURVEY IN LAKE TANA SUB-BASIN FLOODPLAIN AREAS
LL?              Technical Proposal
Table of Contents
Divider
Item
A.
Cover Letter & Eligibility Document
B.
Tender Forms
Form TECH-1: Technical Proposal Submission Form
Form TECH-2: Consultant’s Organization and Experience
Form TECH-2- Appendix A- recommendation letters
Form TECH-3: Comments and Suggestions on the Terms of Reference and on Counterpart Staff and Facilities to be Provided by the Client
Form TECH-4: Description of Approach, Methodology and Work Plan for Performing the Assignment
Form TECH-5: Team Composition and Task Assignments
Form TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
Form TECH-7: Staffing Schedule
Form TECH-8: Work Schedule
Note:  The  Financial  Proposal  is  added  in  a  separate  envelope  as  requested  in  the  tender documents.
Ofek Aerial Photograph* II9S7) I id
22 llabonim St Ndanja 42170 Israel. P O B 80651 fel *972-9-S6530o5| l-ax *972-9-«6500S6
\n\\\ olek-jir com I ol*ck.'hilek*air comForm TECH-1: Technical Proposal Submission Form
Netanya, Israel, August 19, 2013
To:
Mr Assmamaw Kumc
A/Director
Basin Administration Directorate
Tana & Beles Integrated Water Resources Development Project Coordination Unit Ministry of Water and Energy
Addis Ababa, Ethiopia
We, the undersigned, offer to provide the consulting services for Topographic Survey  in Lake Tana Sub-basin Floodplain Areas  in accordance with your Request for Proposal dated June 2013 and our Proposal. We are hereby  submitting our Proposal, which includes  this  Technical Proposal, and a Financial Proposal sealed under a separate envelope .
1
We  hereby  declare  that  all  the  information  and  statements  made  in  this Proposal are true and accept that any misinterpretation contained in it may lead to our disqualification.
If  negotiations  are  held  during  the  period  of  validity  of  the  Proposal,  i.e., before the date indicated in Paragraph Reference 1.14 of the Data Sheet, we undertake to negotiate on the basis of the proposed staff. Our Proposal is binding upon us and subject to the modifications resulting from Contract negotiations.
We  undertake,  if  our  Proposal  is  accepted,  to  initiate  the  consulting  services related to the assignment not later than the date indicated in Paragraph Reference 7.2 of the Data Sheet.
We understand you are not bound to accept any Proposal you receive, We remain,
Yours sincerely,
Authorized Signature [In full and initials]: ___________ Name and Title of Signatory: David Perctz. Name of Firm: Ofek Aerial Photography (1987) Ltd.
OFEK AERIAL PHOTOGRAPHY (1987) LTD
Etta. KTAXYA. MEW MXCTUW. ZONE F.0J0X Mfi
TEL* 972-9-8653065 FAX: 972-9-8650086
e-mail: ofekQofek-alr.com
web: www.ofek-air.comEligibility DocumentsInstitute of
Quality & Control    CERTIFICATE
NO. I4I79C
This is to certi*
the Quality Management System of
Ofek Aerial Photography (1987) Ltd.
22 Habonim St, Netanyn, Israel
Was audited by IQC and found to be
in compliance with the requirements of (he standard:
ISO 9001:2008
This certificate is valid for
(lie following scope of activities:
performance of aerial photography for the following: mapping & orthophoto, projects management & follow-up, general & detailed 
planning, municipal & regional planning, geographical information systems, historic documentation & interpretation of surveys
This certificate Is valid midi:
05.12.2013
Date of first approval:
05.12.2001
This certificate is subject to (lie continuing satisfactory operation
of the Management System and periodic auditing by IQC
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MGMT. SYS. RvAC560CERTIFICATION OF TRANSLATION
I THE UNDERSIGNED, DR. ARIE SEGAL, ADV.,
NOTARY AT '11 MONTEFIORE ST., TEL-AVIV, ISRAEL,
HEREBY  DECLARE  THAT  I  AV  WELL  ACQUAINTED  WITH  THE  HEBREW AND ENGLISH LANGUAGES AND THAT THE DOCUMENT ATTACHED TO
THIS CERTIFICATE AND MARKED "A", IS A CORRECT TRANSLATION INTO ENGLISH OF .THE DOCUMENT DRAWN UP IN THE HEBREW LANGUAGE WHICH HAS BEEN PRODUCED TO ME AND A PHOTOCOPY OF
WHICH IS ALSO ATTACHED HEREWITH AND MARKED "B”. ■'
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IN   WITNESS   WHEREOF   1   CERTIFY   THE   CORRECTNESS   Oi&TIIE   SAID TRANSLATION.bV MY SIGNATURE AND SBAL.
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Ofck Aerial Photography (1987) Ltd.
Minutes
Pvt. Co. No. 51-117316-3
from the Ofck Aerial Photography (198,7) Ltd. Board of directors meeting that convened on Present
/rhe sole director-Mr. Ehud Fricdlouder.
I
/Agenda:
Signatoiy rights regarding: 1.   Commitments to tenders 2.   Agreements
Resolved:
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Mr. David Perez, ID 058004771 is  authorized to participate, bind nud sign on behalf of (lie company  in (he tenders for which it has applied and to sign agreements on behalf of the company, without auy limitation as to sum. Mr. David Perez's signature with the company’s seal or it's Dame printed or handwritten is binding on the company in those matters to all intensive purposes.
[signature]
Ehud Friedlander, Director
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CERTIFICATION OF TRANSLATION
I THE UNDERSIGNED, DR. ARIE SEGAL, ADV.,
NOTARY AT 41 MONTEFIORE ST., TEL-AVIV, ISRAEL,
HEREBY DECLARE  THAT  I AM WELL ACQUAINTED WITH THE  HEBREW AND ENGLISH LANGUAGES AND THAT  THE  DOCUMENT ATTACHED TO THIS CERTIFICATE  AND MARKED "A",  IS A CORRECT TRANSLATION INTO ENGLISH OF THE DOCUMENT,  DRAWN UP IN THE  HEBREW LANGUAGE  WHICH HAS BEEN PRODUCED TO ME,  AND A PHOTOCOPY OF WHICH IS ALSO ATTACHED HEREWITH AND MARKED “B”.
IN   WITNESS   WHEREOF   I   CERTIFY   THE   CORRECTNESS   OF   THE   SAID TRANSLATION BY MY SIGNATURE AND SEAL.
March 20,2012.
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Companies Ordinance
[2 NIS 1 revenue stamps] [illegible rubber stamp]
Certificate of the Corporation and Registration of a Private Company
This is to certify that Kidumim Ltd.
[rubber’stamp]
Registrar of Companies and Partnerships Copy true to the source
30/03/2006
Sum of the fee ....... Tamar Levi [signature]
404 Receipt NoPp. Registrar of Companies
[2 NIS 1 revenue stamps]
[rubber stamp] [partially illegible] 405 Receipt No ....
was'incorporated and approved as a limited liability company, pursuant to the Companies Ordinance on the l51 day of the month February in the year 1987
2°d
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Given with my signature on this 1“ day of the month February in the year 1987
2 nd
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5747
[rubber stamp] „
Registrar of Companies and Partnerships Copy true to the source
21/06/2000
Sum of the feeLea Nadel
[signature]
405 Receipt NoPp. Registrar of Companies Company No: 51-117316-3
[round stamp] ministry of Justice State of Israel
Registrar of companies
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CERTIFICATION OF TRANSLATION
I THE UNDERSIGNED, DR. ARIE SEGAL, ADV.,
NOTARY AT 41 MONTEFIORE ST, TEL-AVIV, ISRAEL,
HEREBY DECLARE  THAT  I AM WELL ACQUAINTED WITH THE  HEBREW AND ENGLISH LANGUAGES AND THAT  THE  DOCUMENT ATTACHED TO THIS CERTIFICATE  AND MARKED "A",  IS A CORRECT TRANSLATION INTO ENGLISH OF JHE  DOCUMENT DRAWN UP IN THE  HEBREW LANGUAGE WHICH, HAS BEEN PRODUCED TO ME AND A PHOTOCOPY OF WHICH IS ALSO ATTACHED HEREWITH AND MARKED “B”.
IN   WITNESS   WHEREOF   I   CERTIFY   THE   CORRECTNESS   OF   THE   SAID TRANSLATION BY MY SIGNATURE AND SEAL.
March  20,2012. z
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Companies Ordinance (New Version) 5743 - 1983
CERTIFICATE OF NAME CHANGE
I hereby certify that on the basis of a special resolution and pursuant to Section 37 of the Companies Ordinance (New Version) 5743 — 1983, the company:
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KIDUMIM LTD.
[rubber stamp]
Registrar of Companies and Partnerships
Copy true to the source
3Q/03/2006
Sum of the feeTamar Levi
[signature]
404 Receipt NoPp. Registrar of Companies
has changed its name, and shall from now on be called
[2 NIS 1 revenue stamps]
[rubber stamp] [partially illegible] 405 Receipt No ....
OFEK AERIAL PHOTOGRAPHY (1987) LTD.
The aforementioned amended name was registered in the Register of Companies. Given by my signature in Jerusalem this 08 day of month of September year 1987 
14                  Elul
5747
Company No.  51-117316-3
[rubber stamp]
Registrar of Companies and Partnerships Copy true to the Source
21/ 06/2000 Sum of fee [Lea Nadel] [signature]
405 Receipt No Pp Registrar of companies [signature]
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Civil administration in west bank area
To Whom it may Concern
01, August, 2010
Subject: Project - Eastern Israel Aerial Photography and Aerial Photo Interpretation: Approval and recommendation letter
MOD order no 44-10217674 dated 21.04 2010,
Technical Specifications dated 16.02.2010
This is hereby to confirm that Ofck Aerial photography has successfully completed its project liabilities to The Civil Administration.
The project included the following services and products
1.  Aerial Photography at 11 thousand feet
2.    Area: Approx 6000 Square KM.
3.  All area coverage at a Resolution of 25 cm
4.   Rectification, Mosaaic set up of imagery, color modifications and color balancing.
5.    Orthophoto production at an accuracy of 50 cm.
6.  DTM Production
7.  Category classification of detailed land use
The value of the contract was 1.919,999 NIS.
We are very pleased with the quality of service and products, the positive attitude, the ability to work under pressure and the overall professionalism of Ofek's management and stuff.
Sincerely
Yuval turgeinan
ul.S supervisor1
inniwi min* iit'X1? 'rnrxn ^mnn mp'D ? Winn rn'irn
Civil administration in west bank area
To Whom it may Concern
01, August, 2010
Subject: Recommendation letter for Ofek Employees who participated in the Project - Eastern Israel Aerial Photography and Aerial Photo Interpretation
MOI) order no 4440717674 dated 21.0422010,
The Civil Ad ministration is pleased and warmly recommends Ofek Aerial photography and its employees who participated in rhe plan executing and completion of the above
project.
Ofek Employees, under the Management of Mr David Peretz, that have participated in the project are: Mr Ran Kor, Mr Am it Epstein, Mrs Marina Kjeslavsky and Mr Omer Geradi.
The project included the following services and products
1.  Aerial Photography at 11 thousand feet
2.    Area: Approx 6000 Square KM.
3.   All area coverage at a Resolution of 25 cm
4.   Rectification, Mosaaic set up of imagery, color modifications and color balancing.
5.    Orthophoto production at an accuracy of 50 cm.
6.   DTM Production
7.   Category classification of detailed land use
The Civil Administration is very pleased with the quality of service and products, the positive attitude, the ability to work under pressure and the overall professionalism of Ofek s management and stuff.
Sincerely
Ynval turgeman
Operationinniwi min1 "iit'k1? 'nniNn *?n:inn 
nip'D ? winn m'n'n
1
Civil administration in west bank area
To Whom it may Concern
04, January, 2010
Subject: Project - Oblique imagery and Aerial Photography of Eastern
Israel - Project Approval and recommendation letter
MOD Tender no 37/08 dated 09.09.09
This  is  hereby  to confirm that Ofek  Aerial photography  has  successfully completed its  oblique imagery  (Multivision) project liabilities  to The Civil Administration.
The project included the following services and products
1.  Aerial Photography Orthogonal as well as Oblique.
2.  Area: Approx 6000 Square KM.
3.  Digital Orthophoto production at a Resolution of 12.5 cm
4.  Multivision Licensing for Oblique and vertical digital view.
The value of the contract was 1,100,000 NIS.
The Civil Administration is  very  pleased with the outcome of the project. The quality  of service and products, the positive attitude, the ability  to work  under pressure and the overall professionalism of Ofek's  management and stuff all contributed to the high quality  of deliverables. In addition we were very impressed and highly  satisfied with the Multivision oblique and vertical aerial photo imagery  platform. It has  certainly  added to our land management capabilities.
Sincerely
Yuval turgeman Operation                  S supervisorWebsite: www.mlhuil.go.ug
Fax: 230891,
Telex. 61274
Telephone: General, 342931/3
Hon. Minister, Direct: 259420
Hon. Minister of Stnlc (Urban Devi): 2363X4
Hon. Minister of State (Lands): 231020
Hon. Minister of State (Housing): 349265
Pcmiancnl Secretary: 230879
Director Land Management: 341875 Under Secretary: 236359
Our Ref: ppd/i28/193/16
Your Ref:
15lh December 2012
To: Whom it may concern
MINISTRY OF LANDS, HOUSING
AND URBAN DEVELOPMENT
P.O.BOX 7096
KAMPALA
UGANDA
THE REPUDUC OF UGANDA
Re: Recommendation Letter - GIS training at Qfek
A   team   of   six   (6)   officers   from   Ministry   of   Lands,   Housing   and   Urban Development  of  Uganda;  successfully  attended  a  five  (5)  weeks  course  in  GIS, urban   planning,   ground   survey,   photogrammetric   mapping,   spatial   planning, and the uses/applications of ArcGIS by ESRI.
The training  was conducted  in  a classroom equipped  with  state of the art hardware and  software specially  established  for this purpose at Ofek  premises. Each  trainee had  his/her own  work  station  to  work  and  train  on.  The trainees enjoyed both "in class hands on training11 as well as “out of class practical field surveys”.
Ofek  instructors accompanied  them personally  during  all activities and  catered for all their needs (including  hotel accommodations,  meals,  rented  car and mobile phones) from the time the officers landed  in  Israel.  There were also wonderful touristic trips during  weekends to  various parts in  the country (Israel).
I   am   gratified   to   confirm   that   this   course   provided   firm   skills,   valuable knowledge   and   experience   that   will   surely   benefit   these   officer’s   and   the organization  (Ministry  of  Lands,  Housing  and  Urban  Development)  as  well  as Uganda for a long time to come!
I therefore highly recommend Ofek and its instructors to you for such trainings.nHfi hnn h*"? hfi+/?*c
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DANIEL AWGECHAW GABRIGIORGIS
MELDA GENERAL CONTRACTOR ’
Name of Business/lndivldual
REGION : ADDIS ABABA CITY GOVERNMENT
CITY : ADDIS ABABA
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18-FEB-2009/ 658010002
ma Ana Addis Ababa■ TECH-2: Consultant's
i
■Organization & ExperienceForm TECH-2: Consultant’s Organization and Experience
A - Consultant’s Organization
Ofek Aerial Photography - Company Profile
Ofck Aerial Photography is the largest company in Israel, and one of the leading companies in Europe, in the field of aerial surveys  and geographic  applications. The company  was  founded in 1987 and employs  over 80 professionals  in multiple areas  of expertise: geodetic  engineers, GIS and surveying engineers, mapping and photogrammetry  technicians, aerial photography interpreters, pilots and navigators.
Ofek owns four aerial photography  airplanes equipped with state-of-the-art mapping cameras, as well as the most advanced image processing and GIS hardware and software tools. Ofek  is  ISO 9002 certified, complies  with international standards  and all its  activities  are subject to strict quality control.
We Provide solutions for various clients in different fields, such as: government ministries, drainage authorities, municipal authorities, homeland security, public authorities, as well as 
private companies in the fields of agriculture, infrastructure, real estate and more.
Our main advantage is  in our ability  to supply  a broad range of services  from aerial photography, LiDAR, satellite images, mapping sendees, 3D applications, spatial GIS surveys and tailor-made spatial data packages. Over the years, we have gained a great deal of experience in managing large projects both in Israel and around the globe and we will be happy share that experience with our future clients and partners.
Products and Services:
Ofek provides a wide verity of products and services:
■   Aerial Photography and Airborne LiDAR
■   Satellite Imagery
■   Digital Orthophoto Production
■   Photogrammetric Mapping
■   Geographic Information System (GIS) services
■   Ground and Geodetic Surveys
■   Geographic Surveys
■   Setting Up Mapping and GIS Centers
■         Ofek      MultiVision      system      for oblique           aerial           photography presentation.
■    Mobile Mapper
■    Ofek 3D simulation
■   Client Support and Training
Form Tech-2
Page I of22Ofek has formed a valuable connection with Ecolog
Engineering Ltd. (Ecolog), a private consulting and
I
design  firm  specializing  in  earth  science  applications  to  environmental  and engineering project, mainly in the field of hydrology. Ecolog provides earth sciences support via detailed hydrological, hydrochemical, structural, tectonic, geological, geophysical,  engineering,  environmental,  and  sedimentary  analyses.  Ecolog  s professional team includes experienced hydrologists, civil engineers, geologists, geophysicists, geochemists, environmental scientists, and economists.
Ecolog cliental list includes the Israel Ministry of Environment, Mekorot National Water Supply Company, Israel National Road Authority, Israel Aircraft Industry, Israel Water Authority, Dead Sea Works, Oil and Gas  Companies, and corresponding bodies worldwide. Ecolog works in Israel and all over the globe in partnership with leading international engineering and consulting firms.
Ecolog leading engineers will consult Ofek in this tender and will act as team leaders, executing their immense experience
Ofek will employ two local subcontracting companies that will assist in the project's main activities. The subcontractors are:
Melda Surveying engineering services (MSES)-
'
MSES offers  comprehensive range of consulting services  for government, international agencies, private sector and public  enterprises  in the fields  of Surveying, GIS and related works. These services cover activities of GPS surveying, topographic surveying, cadastral survey and design, road surveying, construction surveying, hydrographic  surveying, mining surveying, GIS and Training. MSES employes highly experienced surveyors and is equipped with the latest technology of surveying equipment like GPS, Total Stations, Levels  and computers  with appropriate programs  and software. The company  works  and have close collaboration with different organizations and companies from the public and private sector.
Afri Gcoinformation Engineering PLC (Afri)-
Afri Geoinforuatio n
Engineerinc Plc
Afri is  a Geographic  Information System and Information Technology  (GIS/1T) consulting company founded in 2005. The company provides services in the area of geoinformation system design and implementation in the areas water and natural resource management of road and transport planning, development planning, agriculture, environment etc. it also operates  in the fields  of information management, software development, web design, digital photogrammtery  and remote sensing services, cadastre and land survey and provides training in GIS, remote sensing and computer programming. Afri has ample experience in system development, geoinformation management, geo information system design and implementation in different organization throughout Ethiopia.
Form Tech-2
Page 2 of22B - Consultant’s Experience
Ofek Aerial Photography:
Assignment name:
Provision of Aerial Photographs, Digital Colour Orthophoto Maps including feature names collection and derivation of digital line maps for parts of Northern Ghana and the Nasia Nabogo Valley
Approx, value of the contract: USD 2,950,000
Country:
Ghana
Location within country: Northern Ghana
Duration of assignment (months): 18
Name of Client:
Government of Ghana, The Ministry of Lands and Natural Resources
Total N- of staff-months of the assignment:
78
Address:
Approx, value of the services provided by your firm under the contract: USD 2,950,000
Start date (month/year):
06/2013
Completion date (month/year):
Ongoing
N  of professional staff-months provided by 
s
associated Consultants:
Name of associated Consultants, if any:
Name of senior professional staff Ofek Employees, under the Management of Mr. David Perctz, that have participated in the project are: Mr. Yariv Casif (technical manager), Mr. Ran Kor, Mr. Amit Epstein, Mr Roberto Popowski, Mr. Shachar Kaufman.
Narrative description of Project: Aerial photography of 17,000 sqkm and LiDAR coverage of 4,000 sqkm for the production of detailed mapping and feature extraction, including extensive ground control operation.
Description of actual services provided by your staff within the assignment:
Activities:
1.  Aerial photography of 17,000 sqkm.
2.   Airborne LiDAR survey of 4,000 sqkm.
3.   Analyses of LiDAR information and aerial photography.
4.   Creation of orthophoto.
5.   Production of DTM.
6.   Filtering of LiDAR data to DSM and DTM.
7.   Detailed mapping.
8.   Feature extraction.
9.   Field Survey- creation of geodetic control network, establishment of control pointsAssignment name:
Cyprus Flood Hazard Mapping
Approx, value of the contract: EURO 200,000
Country:
Cyprus
Location within country: 19 locations in the country
Duration of assignment (weeks): 2
Name of Client:
Government of Cyprus, Water department
Total N- of staff-months of the assignment:
2
Address:
Approx,  value  of  the  services  provided  by  your  firm under the contract: EURO 90,000
Start date (month/year):
11/2012
Completion date (month/year): Ongoing
N-  of  professional  staff-months  provided  by associated Consultants: 4
Name of associated Consultants, if any: Geomatics (Cyprus), Prisma (Greece)
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Yariv Casif (technical manager), Mr. Ran Kor, Mr. Amit Epstein, Mr Roberto Popowski, Mr. Shachar Kaufman.
Narrative description of Project: Flood Hazard mapping of 19 locations in Cyprus, based on LiDAR scanning and aerial photography analyses.
Description of actual services provided by your staff within the assignment:
Activities:
10. Aerial LiDAR and aerial photography flight over 19 locations in Cyprus.
11. Analyses of LiDAR information and aerial photography.
12. Creation of orthophoto.
13. Production of DTM.
14. Filtering of LiDAR data to DSM and DTM.
Assignment name:
GIS training
Approx, value of the contract: USD 55,000
Country;
Israel
Location within country-: Ofek office in
Netanya
Duration of assignment (weeks): 5
Name of Client; Ministry of Lands, Housing and Urban Development of Uganda
Total N- of staff-months of the assignment;
Address:
Approx,  value  of  the  services  provided  by  your firm under the contract : USD 55,000
Start date (month/year):
10/2012
Completion date (month/year):
11/2012
N-  of  professional  staff-months  provided  by associated Consultants: None
Form Tech-2
Page 4 of22Name of associated Consultants, if any:
None
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Amit Epstein (project manager), Mr. Amir Harel and Mr. Omer Geradi.
Narrative description of Project: Full scale GIS training to 6 officers from the Ministry of
Lands, Housing and Urban Development of Uganda, held in Ofek offices fora period of 5 weeks.
Description of actual services provided by your staff within the assignment.
Activities:
1. Training and instruction in the fields of GIS, urban planning, ground survey, photogrammetric mapping, spatial planning and uses and application of ArcGIS by ESRI.
2.  Hand-on training on the abovementioned subjects, including real-life test cases and visits to relevant organization.
3.  Full accommodation of the trainees for the entire course duration.
See attached recommendation letter (Dated December 15, 2012).
Assignment name:
Government Property Survey
Approx, value of the contract: USD 3,000,000
Country:
Israel
Location within country: 500 locations in the
country
Duration of assignment (months): 48
Name of Client:
Government of Israel, MOD
tt
Total N of staff-montlis  of the assignment:
180
Address:
Approx,  value  of  the  services  provided  by  your  firm under the contract: USD 3,000,000
Start date (month/year):
11/2008
Completion date (month/year):
12/2012
2
N    of  professional  staff-months  provided  by associated Consultants: 0
Name of associated Consultants, if any:
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Amit Epstein (project manager), Mr. Jad Jarroush, Mr. Ran Kor, Mr. Amos Hayoun, Mr Roberto Popowski.
Narrative description of Project: Photogrammetric mapping and GIS survey of government properties and site around Israel.
Description of actual services provided by your staff within the assignment:
1.   Aerial photography
2.   Photogrammetric mapping.
3.   Creation of orthophoto.
4.   Production of DTM.
5.   Creation of GIS database.
6.   Creation of approx. 30 different GIS layer.
7.   Geodetic survey
Form Tech-2
Page 5 of228. Field completion survey
9.   Data analyses
10. Report production
Assignment name:
Prut Barlad Flood Risk Mapping
Approx, value of the contract: EURO 5,700,000
Country: Romania
Duration of assignment (Months): 24
Name of Client:
Prut Barlad Basin Administration
2
Total N of staff-months  of the assignment:
120
Address:
Approx,  value  of  the  services  provided  by  your  firm under the contract: EURO 2,350,000
Start date (month/year):
1/2012
Completion date (month/year):
ongoing
N of   professional   staff-months   provided   by 
£
associated Consultants: n/a
Name of associated Consultants, if any:
Top Ram Projects SRL., Rutin Consult; TeamNet
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Jad Jarroush (project manager), Mr. Ran Kor, Mr. Yariv Casif, Mr. Tai Hatzav, Mr. Roberto Popowski, Mr. Shachar Kaufman.
Narrative description of Project: Ofek is conducting aerial photography and LiDAR survey of the Prut Barlad Basin area for flood risk and water hazards evaluation.
Description of actual services provided by your staff within the assignment:
Activities:
1.  Aerial photography
2.   Creation of orthophoto.
3.   Mapping at 1:2500 scale
4.   LiDAR Survey
5.   Production of DTM.
Assignment name:
Israel Aerial Photography
Approx,  value  of  the  contract:  1,919,999  NIS  (USD 505,000)
Country:
Israel
Location within country: All over the country
Duration of assignment (months):
8
Name of Client:
Government of Israel
Total N  of staff-months of the assignment:
fl
60
Address:
Begin St., Tel Aviv, ISRAEL
Approx,  value  of  the  services  provided  by  your  firm under the contract: 1,919,999 NIS (USD 505,000)
Start date (month/year):
04/2011
Completion date (month/year):
12/2012
N of   professional   staff-months   provided   by 
£
associated Consultants: None
Name of associated Consultants, if any:
None
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Ran Kor, Mr. Amit Epstein, Mrs. Marina Kreslavsky and Mr. Omer Geradi.
Form Tech-2
Page 6 of22Narrative description of Project: MOD order no 4440217674 dated 21.04.2010, Technical Specifications dated 16.02.2010
Description of actual services provided by your staff within the assignment:
Activities:
1.          Aerial Photography at 11 thousand feet.
2.           Area: Approx 8000 Square KM.
3.           All area coverage at a Resolution of 25 cm
4.           Rectification, Mosaic set up of imagery, color modifications and color balancing.
5.           Orthophoto production at accuracy of 50 cm.
6.          DTM Production
7. Category classification of detailed land use
Deliverables:
(i) Digital orthophoto maps (ii) GIS Geodatabase (30 Layers) (iii) G1S Application (iv) Reports
Assignment Name:
Oblique imagery and Aerial Photography of Eastern
Israel
Approx, value of the contract:
1,100,000 NIS (USD 290,000)
Country:
Israel
Location within Country: Center region
Duration of assignment (months):
6 month
Name of Client:
Ministry of Defense
Total N2 of staff-months:
50
Address:
Begin St., Tel Aviv, Israel
Approx, value of the services provided by your firm under the contract 1,100,000 NIS (USD
290,000)
Start Datc(Month/Year):
08/2009
Completion Date (Month/Year):
02/2010
Name of Associated Consultants, If Any:
None
N-of professional stafT-months provided by associated Consultants: None
Names of Senior Staff (Project Dircctor/Coordinator, Team Leader) involved and functions performed: Jad Jarroush, Amit Epstein, Ran Kor.
Narrative Description of Project: MOD Tender no 37/08 dated 09.09.09
Description of Actual Services Provided by Your Staff:
1.         Aerial Photography at 11 -14,000 feet.
2.          Area: Approx 5600 Square KM.
3. Digital Orthophoto production at a Resolution of 12 -15 cm
4. MultiVision Licensing for Oblique and vertical digital view.
See attached recommendation letter (Dated January 4, 2010).
Assignment name:
Jordan River Rehabilitation
Approx, value of the contract: 250,000 NIS (USD
65,000)
Country:
Israel
Location within country: Jordan River
Duration of assignment (months):
10
Name of Client:
The South Jordan Drainage Authority
Total N  of staff-months of the assignment:
s
40
Form Tech-2
Page 7 of22Address:
Kibutz Beit Hashita, POB 10801, Israel.
Approx,   value   of   the   services   provided   by   your   firm under the contract : 250,000 NIS (USD 65,000)
Start date (month/year):
02/2010
Completion date (month/year):
11/2010
N  of professional staff-months provided by 
fi
associated Consultants: None
Name of associated Consultants, if any:
None
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Ran Kor, Mr. Amit Epstein, Shachar Kaufman, Roberto S. Popowski
Narrative description of Project: Production of DTM/DSM and detailed hydraulic and environmental study of the region and the effects of urban and rural development.
Description of actual services provided by your staff within the assignment:
Activities:
A.   LiDAR scan at 2 point per meter.
B.   Area: Approx 100 sqkm.
C.   Orthophoto production at resolution of 25 cm.
D.   DTM and DSM production.
See attached recommendation letter (Dated April 23, 2012).
Form Tech-2
Page 8 of22p
Assignment name:
Campala Metropolitan Framework and > hysical Development Plans
Approx, value of the contract: USS 3,000,000.
<
Country:
Jganda
vocation within country: Kampala
Duration of assignment (months):
18
Name of Client:
Kampala Capital City Authority and, Uganda Ministry of Local Government.
Total N  of staff-months of the assignment:
a
100
Address:
Approx, value of the services provided by your firm under the contract: USD 500,000
Start date (month/year):
06/2011
Completion date (month/year):
12/2012
N- of professional staff-months provided by associated Consultants: None
Name of associated Consultants,  if any:
The  project  was  done  in  cooperation  with ROM Transportation Engineering LTD.
Name of senior professional staff Ofek
Employees, under the Management of Mr. David Peretz, that have participated in the project are: Ran Kor (project leader), Amit Epstein, Jad Jarroush, Merav Arganti, Igor Farovitch, Roberto Popowski, Merav Bat Mor, Dsanit Trister.
Narrative description of Project: The project financed by the World Bank. It includes acquisition of satellite imagery, a classification of buildings function information and land use
patterns.
The project also included interactive definition of a vision and goals for the city and the metropolitan area, an updated structure plan, detailed proposals for city development and transport networks, statutory, institutional, regulatory and capacity building proposals and CIP. The acquired information was generated into a GIS environment and implemented in the client upgraded GIS
center.
Description of actual services provided by your staff within the assignment:
Activities:
1.    Satellite imagery acquisition
2.     Photogrammetric mapping
3.     Digital Orthophoto production.
4.      Building s and land use classification.
5.     Preparation of GIS layer and database of the received information.
6.      Implementing data into existing GIS system
Assignment name:
Highway 90
Approx, value of the contract: 250,000 Euro
Country:
Israel
Location within country: Jordan River
Duration of assignment (months);
4
Form Tech-2
Page 9 of22Name of Client:
Michael Albert Engineering Services
Total N  of staff-months of the assignment:
a
15
Address:
55 Biet Lehem rd, Jerusalem, Israel.
Approx, value of the services provided by your firm under the contract: 250,000 Euro
Start date (month/year):
06/2011
Completion date (month/year): 10/2011
2
N  of professional staff-months provided by associated Consultants: None
Name of associated Consultants, if any:
None
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Ran Kor, Mr. Amit Epstein, Shachar Kaufman, Roberto S. Popowski
Narrative description of Project: Highway 90 mapping and GIS analyses
Description of actual services provided by your staff within the assignment:
Activities:
A.   LiDAR scan at 4 point per meter.
B.   Area: Approx 220 km of road.
C.   Digital color orthophoto production at resolution of 25 cm.
D.   DTM/DSM with 10 cm accuracy.
E.   detailed hydraulic and environmental study of the region and the effects of urban and rural
development
F.   Noise survey and GIS layer of the survey results.
See attached recommendation letter (Dated January 19, 2012).
Assignment name: Burkina Faso Rural Development Mapping Project
Country:
Burkina Faso
Location within country:
Name of Client:
MCA - Millennium Challenge Account, Burkina Faso._____________________
Address:
Assignment name: Burkina Faso Rural Development Mapping Project
Start dntc (month/year):
08/2009
Completion date (month/year):
01/2011__________ ____________________ Name of associated Consultants, if any:
Approx, value of the contract: USS 989,032. Duration of assignment (months):
17
2
Total N  of staff-months of the assignment:
100
Approx, value of the services  provided by  your firm under the contract: USS 989,032.
Approx, value of the contract: USS 989,032.
N  of professional staff-months provided by associated Consultants: None
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Ran Kor (project leader), Jad Jarroush, Merav Arganti, Igor
2
...
...
AcdvWics" °f aCt,,al SCrViCCS
_---------------------------------- Farovitch, Roberto Popowski.
b> yOl‘r St!’rr ''i'l’in the nssignmentT----------------------------------------------------
1.     Satellite images purchasing 2.       Extensive field Survey 
Form Tech-2
Page 10 of223.      Preparation of orthophoto maps
4 Building data layers and GIS database
Assignment name:
East Africa Orthophoto and Mapping
Approx, value of the contract: USS 800,000
Country:
East Africa (South Sudan)
Duration of assignment (months): 8
Location within country:
Name of Client: Giorgia Ltd
2
Total N of staff-months of the assignment: 20
.
Address:
Approx, value of the services provided by your firm under the contract: USS 800,000
Start date (month/year):
2/2008
2
N  of professional staff-months provided by associated Consultants: None
Completion date (month/year):
10/2008
Name of associated Consultants, if any:
A.          Name of senior professional staff Ofek
Employees, under the Management of Mr David Peretz, that have participated in the project are: Kor (project manager), Amit Epstein, Omer Gardi, Roberto Popowski, Jad Jaroush.
Narrative description of Project:
Creation of raster and orthophoto maps at a scale of 1:5000 for an area of 10.000 square km
Description of actual services provided by your staff within the assignment:
The project includes creation of raster and orthophoto maps at a scale of 1:5000 for an area of 10,000 square km, DTM creation, photogrammetric, classification of land use and G1S data base set up
Activities:
■       Imagery acquisition.
■       Raster and orthophoto map creation.
■       Peripheral orthophoto production.
■       DTM production
■ Interpretation of photogrammetric imagery.
■       Category classification of land use.
■       GIS data base creation.
■       Training and installation.
Assignment name:
Ethiopian Nile Irrigation & Drainage Proiect Country: Ethiopia
Approx, value of the contract: $700,000
Duration of assignment (months): 11
Name of Client:
Ministry of Water Resources
otal N  of staff-months of the assignment:
a
Form Tech-2
Page 11 of22
I
IAddress:
Approx, value of the services provided by your firm under the contract: $300,000
Start date (month/year):
6/2008
Completion date (month/year): 5/2009
2
N  of professional staff-months provided by associated Consultants: n/a
Name of associated Consultants, if any: Tahal Group, Trig Spatial Information
Name of senior professional staff Ofek Employees, under the Management of Mr. David Peretz, that have participated in the project are: Mr. Ran Kor (project manager), Mr. Yariv Casif, Mr. Tai Hatzav, Mr. Roberto
Popowski.
Narrative description of Project: TAHAL Group which served as  consultants  to the Ministry  of Water Recourses  contracted a JV of Ofek  and Trig Spatial Information to design and implement a plan for aerial photography and mapping of the Ethiopian-Nile Irrigation and Drainage Project in Ethiopia.
Description of actual services provided by your staff within the assignment:
Activities:
1.   Aerial photography 20cm GSD
2.    Creation of orthophoto.
3.    Mapping at 1:2500 scale
4.    Production of DTM.
Assignment name:
Aerial Photography and Digital Orthophoto mapping- Aero 7-Lot No. 2, 6 & 7
Approx, value of the contract (in current USS or
Euro):
EURO 1,200,000
Country: Romania
Location within country: All over the country
Duration of assignment (months):
16
Name of Client:
National Agency for Cadastre and Real Estate Policy 
(ANCP1)
Total N° of staff-months of the assignment:
120
Address:
202A Splaiul Independentei, 060022
Bucharest, Romania
Start date: 7/2005 Completion date: 11/2006
Approx, value of the services provided by your firm under the contract (in current USS or Euro): EURO 1,000,000
Name of associated Consultants:
Marmanet - Organization & Projects Management Int
(2002) Ltd.
N° of professional staff-months provided by associated Consultants: 100
Name of senior professional staff of your firm involved and functions performed:
Jad Jarroush (Team Leader), Merav Arganti, Ran Kor, Mr. Roberto Popowski.
Narrali ve descn ption o f Proj ect:
Preparation of a digital data base and new maps by means of aerial photography
A project partially financed by the World Bank, encompassing aerial phonography of a total area of approximately 24,000 km and orthophoto mapping at different scales, performed within the framework of Romama s General Cadastre and Land Registration Project. The ultimate objective of the project was to develop base-maps, cadastral surveys and a Land Information System                                                 P J ci as to
Description of actual services provfoed by your staff within the assignment-
Activities:
1.   Aerial photography
2.    GPS measurement
Form Tech-2
Page 12 of 223.    Photo orthogonal projection
4.   Aerial triangulation
5.    Production of digital orthophoto maps Deliverables:
1.   Flight plans & products (Aerial photos)
2.   Aerial photos
3.    Digital orthophoto maps
4.   Reports
Assignment name:
Aerial Photography and Digital Orthophoto mapping- Aero 05/2003 Lot 1
Approx, value of the contract (in current USS or
Euro):
USS765,000
Country: Romania
Location within country: Provinces of: Arges, Bacau, Botosani, Brasov, Braila, Constanta, Covasna, Galati, Ialomita, Iasi, Neamt, Suceava, Tulcea, Valcea, Vrancea)
Duration of assignment (months):
31
Name of Client:
National Agency for Cadastre and Real Estate Policy (ANCPI), Ministry of Public Administration.
Total N° of staff-months of the assignment:
200
Address:
202A Splaiul Independentei, 060022
Bucharest, Romania
Approx, value of the services provided by your firm under the contract (in current USS or Euro): EURO 400,000
Start date: 2/04
Completion date: 09/06
N° of professional staff-months provided by associated Consultants: 130
Name of associated Consultants:
Marmanet - Organization & Projects Management Int. (2002) Ltd.
Name of senior professional staff of your firm involved and functions performed:
Ran Kor (team leader), Igor Farovitch, Valerie Guttmann, Jad Jarroush, Mr. Roberto Popowski.
Narrative description of Project:
Preparation of a digital data base and new maps by means of Aerial Photography.
A project partially financed by the World Bank, encompassing aerial photography of a total area of approximately 57,000 km and orthophoto mapping at different scales, performed within the framework of Romania's General Cadastre and Land Registration Project. The ultimate objective of the project was to develop base-maps, cadastral surveys and a Land Information System
Description of actual services provided by your staff within the assignment:
Activities:
1.   Aerial photography
2.   GPS measurement
3.    Photo orthogonal projection
4.   Aerial triangulation
5.    Production of digital orthophoto maps
Deliverables:                                                                                                                          -----------------------------------
1.   Flight plans & products (Aerial photos)
2.   Aerial photos
3.    Digital orthophoto maps
4.   Reports
Form Tech-2
Page 13 of 22Ecolog Engineering Ltd.:
Described herein is a demonstration of the experience of Ecolog, Ofek's professional consultant for this project:
Assignment name:
Hydrological and hydraulic support for the construction of Takoradi to Sekondi Railway Line located in Ghana.
Approx, value of the contract: USD 50,000
Country:
Ghana
Location within country: Southern Ghana
Duration of assignment (months): 2
Name of Client:
Ghana Railway Company Limited , Amandi Holding LTD
Total No of staff-months of the assignment:
4
Address:
Approx,  value  of  the  services  provided  by  your firm under the contract: USD 50,000
Start date (month/year):
06/2011
Completion date (month/year):
08/2011
No  of  professional  staff-months  provided  by associated Consultants:
Name of associated Consultants, if any:
Name of senior professional staff: Lior Asaf, Michael Dynkin
Narrative description of Project: Hydrological and hydraulic calculation for a bridges and other hydraulics tructures
Description of actual services provided by your staff within the assignment:
Activities:
1. Hydrological study for a 18 km of Railway Line (20 Catchment Areas).
2. Hydraulic calculation for a 20 Hydraulic structures (including 2 bridges).
3. Detail design.
Assignment name:
Assessment of mine suspected areas, at Nahal Arava, using hydraulic modeling.
Approx, value of the contract: USD 150,000
Country:
Israel
Location within country: Arava
Duration of assignment (months): 7
Name of Client:
The Ministry of Defense,
Mine Action Authority
Total No of stalT-months of the assignment:
21
Address;
Start date (month/year):
01/2013
Completion date (month/year):
08/2013
Approx,  value  of  the  services  provided  by  your firm under the contract: USD 15(1,000
No  of  professional  staff-months  provided  by associated Consultants:
Name of associated Consultants, if any:
Dr. Lior Asaf
Aleksey Korablov
Name of senior professional staff: Lior Asaf, Michael Dynkin
Form Tech-2
Page 14 of22Narrative deseription~d^oj^C lc
aU
latio  of the floodplain, mapping the hydraulic parameters,
n
and assessing of the mine suspected areas using 2D hydraulic modeling.—--------------------------------------
Description of actual services provided by your staff within the assignment:
Activities:
1. Calculation of maximum discharge (hydrograph).
2. Calculation of floodplains and mapping of the hydraulic parameters.
3. Preparation of a mine transport model.
4. Preparation of Risk Survey for the mine suspected areas, and a final
Assignment name:
Hydrology/drainage consulting services for permit of Ashalim thermo solar station.
Approx, value of the contract: USD 200,000
Country:
Israel
Location within country: Negev
Duration of assignment (months): 4
Name of Client:
Bright sources LTD
Total No of staff-months of the assignment:
20
Address:
Approx,  value  of  the  services  provided  by  your firm under the contract: USD 200,000
Start date (month/year):
04/2013
Completion date (month/year):
08/2013
No  of  professional  staff-months  provided  by associated Consultants:
Name of associated Consultants, if any:
Name of senior professional staff: Asaf Lior, Michael Dynkin
Narrative description of Project: Design of drainage system, detention and evaporation pounds.
Description of actual services provided by your stafT within the assignment:
Activities:
1. Preparation of hydrology survey of the area.
2. Calculation of flood areas using 2D flow method.
3. Planning evaporation and detention ponds.
4. Planning of drainage system in order to prevent floods and erosion.
Assignment name:
Risk assessment and flood management for Cohav Hayarden reservoir.
Approx, value of the contract: USD 55,000
Country:
Israel
Location within country: Bikat Havarden
Duration of assignment (months): 2
Name of Client:
Total No of staff-months of the assignment:
Address:
Start date (month/year):
04/2013
Completion date (month/year):
06/2013
Approx,  value  of  the  services  provided  by  your firm under the contract: USD 55,000
No  of  professional  staff-months  provided  by associated Consultants:
Name of associated Consultants, if any:
Name of senior professional staff: Lior Asaf,
Form Tech-2
Page 15 of 22“
| Michael Dynkin________________________ _
Narrative description of Project: Preparation of risk survey and dam break modeling scenarios in Bikat Hayarden. Calculation of floodplains and its impact on downstream.-----------------------------------
Description of actual services provided by your staff within the assignment:
Activities:
1. Risk assessment for reservoir failing.
2. Calculating the design hydrograph for worst case scenario.
Melda Surveying Engineering Services:
Described hereby is a demonstration of the experience of MSES, Ofeks subcontractors for this project:
Assignment Name: BASE MAP VERIFICATION FOR 15 TOWNS
Country: Ethiopia
Location within Country: Whole part of Ethiopia
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyors
Surveyors
Name of Client:   Federal Integrated Land Information Project Office
No. of Staff: 10
Address: Addis Ababa
Contract Amount:
780,000.00 ETB
Start Date                                 Completion Date May 2013                                  On progress
Name of Senior Surveying Engineer - Mr. Daniel Awgechew
Name of GIS expert- Mr. Asfaw H/Silassie
Description of Actual Services:
GPS Establishment
GPS data collection
Data downloading
Data processing and reporting
Verification of the existing features on the base map with reference to the measured GPS points
Assignment Name: GPS Surveying for Abomsa- Astcko road project.
Country: Ethiopia
Location within Country: Oromia Region
Professional Staff
Senior Surveyor Surveyors
Name of Client: Ethiopian Roads Authority Consultant: ETHIO Infra Engineering Pic (ElE) And Stadia Engineering PLC
No. of Staff: 4
Address: Addis Ababa
Contract Amount:
100,000.00 ETB
Start Date                                  Completion Date April 2013                                   On progress
Name of Senior Surveyor
Form Tech-2
Page 16 of22Mr. Daniel Awgechew Description of Actual Services: GPS Establishment
GPS data collection
Data downloading
Data processing and reporting
Assignment Name: Detailed topographic  surveying for Detailed Engineering Design for Diredawa Town Internal Roads Project.
Country: Ethiopia
Location within Country: DircDawa
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyors, Surveyors
Name   of   Client:   DircDawa   Town’s   Municipality Contractor: Anwar Seid General Contractor
No. of Staff: 6
Address: Adama
Contract Amount:
280,000.00 ETB
Start Date                                   Completion Date Feb 2013                                   On progress
Name of Senior Surveying Engineer: Mr. Daniel Awgechew
Description of Actual Services:
Coordinating the survey crew
Topographic Detail Surveying
Land Acquisition
Compiling the detailed survey data
Checking the survey data
Plotting (CAD)
Preparing topographic survey report
Assignment Name: GPS Surveying, Detailed topographic  surveying for Detailed Engineering Design, Tender Document preparation and Construction Supervision of Negcle-Filtu Road Project (=130 Km).
Country: Ethiopia
Location within Country: Oromia Region
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyors
Surveyors
Name  of  Client:  Ethiopian  roads  Authority  (ERA), Consultant: ICON Engineering
No. of Staff: 15
Address: Addis Ababa
Start Date
Dec 2012
Contract Amount: 980,000.00 ETB
Completion Date Feb 2013
Name ui bemoi surveying Engineer: Mr. Daniel Awgechew-----------------------------------------------------------------------------
Form Tech-2
Page 17 of 22Description of Actual Services:
■    GPS Establishment
■    GPS data collection
■    Data downloading
■    Data processing and reporting
■    Location
■    Organizing survey crew
■    Coordinating the survey crew
■   Topographic Detail Surveying
■    Land Acquisition
■    Compiling the detailed survey data
■    Checking the survey data
■    Plotting (CAD)
■    Preparing topographic survey report
Assignment    Name:    GPS    Surveying,    Detailed topographic surveying for Detailed Engineering
Country: Ethiopia
Design,     Tender     Document Jimma- Town Internal Road F
preparation of
’roject.
Location within Country: Oromia Region
(Jimma)
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyors
Surveyors
Name  of  Client:  Jimma  Town’s  Municipality, Consultant: IDCON Engineering
No. of Staff: 6
Address: Addis Ababa
Contract Amount:
340,000.00 ETB
Start Date
Oct 2012
Completion Date Dec 2012
Name of Senior Surveying Engineer: Mr. Daniel Awgechew
Description of Actual Services:
■    GPS Establishment
■    GPS data collection
■    Data downloading
■    Data processing and reporting
■    Location
■    Organizing survey crew
■    Coordinating the survey crew
■   Topographic Detail Surveying
■    Land Acquisition
■    Compiling the detailed survey data
■    Checking the survey data
■    Plotting (CAD)
■    Preparing topographic survey report
Assignment Name; GPS Surveying, Detailed topographic  surveying for Detailed Engineering Design and Construction of Dejen -Felege Birhan Road Project.
Country: Ethiopia
Form Tech-2
Page 18 of22Location within Country: Amhara Region
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyors, Surveyors
Name    of    Client:    Ethiopian    roads    Authority    (ERA), Contractor: Satcon Construction
No. of Staff: 8
Address: Addis Ababa
Contract Amount:
400,000.00 ETB
Start Date                                         Completion Date Aue2012                                           Sept 2012
Name of Senior Surveying Engineer : Mr. Daniel Awgechew
Description of Actual Services:
GPS Establishment
GPS data collection
Data downloading
Data processing and reporting
Location
Organizing survey crew
Coordinating the survey crew
Topographic Detail Surveying, Land Acquisition
Compiling the detailed survey data
Checking the survey data
Plotting (CAD)
Preparing topographic survey report
Assignment Name: GPS Surveying, Detailed topographic  surveying, Trench line Surveying and XYZ determination for Drill hole Collars  for ASCOM Mining Ethiopia Concession in Assosa (Mining Surveying)
Country: Ethiopia
Location within Country: Benshangul Gumz Region
Name of Client; ASCOM Consultant: Ministry of Mining
Professional Staff
Senior Surveying Engineer (Project coordinator) Senior Surveyor and Surveyors
No. of Staff: 15
Address: Egypt
Start Date
First of Nov 2011
Contract Amount:
520,000.00 ETB
Completion Date
End of Nov 2011
Name ot Senior Surveying Engineer
Mr. Daniel Awgechew and MrTsfave G/Yohanes
■    GPS data collection
■    Data downloading
■    Data processing and reporting
■    Organizing survey crew
■    Coordinating the survey crew
■    Topographic Detail Surveying
■    XYZ determination for Drill hole Collars
■    Trench line Surveying
■    Compiling the detailed survey data Form Tech-2
"
--------------------------------------------
Description of Actual Services:--------------------------------------------------------------------------------------------------------------------------------
■ GPS Establishment
Page 19 of 22Checking the survey data Plotting (CAD)
Preparing topographic survey report
Assignment Name: Ashedgodaa Wind Power Construction Project
Country: Ethiopia
Location within Country: Mekele
Professional Staff
Senior Surveyor
Surveyors
Name  of  Client:  Ethiopian  Electric  Power Corporation (EEPCO),
Consultant:  Vcrgcnt  (French  company)  and Metafcria Consulting Engineers Pic.
No. of Staff: 6
Address: Addis Ababa
Contract Amount:
250,000.00 ETB
Start Date                                  Completion Date November 2009                         January 2010
Name of Senior Surveyor: Mr. Daniel Awgechew
Description of Actual Services:
■    GPS Establishment
■    GPS data collection
■    Data downloading
■    Data processing and reporting
■    Location surveying
■   Traversing
■   Topographic Detail Surveying
■    Topographic map preparation
■    Setting out Surveying
Assignment Name: Topographic Surveying,
GPS Surveying and GIS for Addis Ababa Bole International Airport project.
Country: Ethiopia
Location within Country: Addis Ababa
Professional Staff
Senior Surveying Engineer
Surveyors
GIS Expert
Name of Client: Ethiopian Airports Enterprise
No. of Staff: 12
Address: Addis Ababa
Contract Amount:
525,000.00 ETB
Start Date                                   Completion Date April 2009                                   May 2009
Name of Senior Surveying Engineer: Mr. Daniel Awgechew
Name of GIS expert: Mr. Mohammed Nuru
Form Tech-2
Page 20 of 22Description of Actual Services :
■    GPS Establishment
■    GPS data collection
■    Data downloading
■    Data processing and reporting
■    Traversing
■   Topographic Detail Surveying
■    Topographic map preparation
■    GIS map preparation
Form Tech-2
Page 21 of 22Afri Geoinformation Engineering PLC
Described hereby is a demonstration of the experience of Afri, Ofek’s subcontractors 
for this project:
■  Recently completed project called “20 Years Master Plan Study for Oromia
■   Impact assessment study on Road funded by World Bank, study together with World Bank Economists and Experts
■   Road Financing Project, assessment of maintenance needs and software development for balancing of maintenance needs with revenue collected, together with Indian International Consultant Called ICT
■  National Transport Master Plan study with COWI
■  Road Network Studies for ERA, Amhara, Tigray and SNNPR
■  Capacity Building, Rural Road Financing and Planning with BCEOM
■   Woreda Integrated Development Study (WIDP) over 100 woredas in Ethiopia, with Panaf, WT and other consultants
■   Feature extraction and delineation using satellite imagery( Bamoo delination for Land and Sea Development Pic)
■   Cadastral  Map  preparation  (for  Addis  Ababa  International  Airport  using  Land  Surveying and GIS)
■  Catchments and watershed map (for Koga River under WSP International Sweden
■   Baseline survey and Impact assessment on route corridor study (Kombolcha-Gundewein project with WSP)
Form Tech-2
Page 22 of 22■
■ TECH-3 Comments and
■ --------------------------
m Suggestions on the ToR
■
c
*
—Form TECH-3: Comments and Suggestions on the Terms of Reference and on Counterpart Staff and Facilities to be
Provided by the Client
A - On the Terms of Reference
We have gone through the RFP and the clarifications  and found that TOR is  very explanatory and explains the objective of the service in detail. In the other sections of our bid we outlined the timelines  and schedule for each of the activities  included in the Project. We would like to comment the following regarding the ToR:
1.   For  areas  that  arc  prone  to  flood  risks  and  hazards,  we  propose  that  Client consider  creating  a  more  dense  and  accurate  DTM  model,  which  can  be created  by  an  airborne  LiDAR  survey  or  photogrammetry  as  outlined  in  our Proposal. This kind of data will support more precise flood risk models as it is better alternative to the DEM that can be achieved by ground survey that was originally requested in the RFP.
2.    Furthermore,  by  performing  the  aerial  photography  and  LIDAR  we  will  cover the project area in a very short time of several weeks. This way all the data is collected  in  a  short  time  period  and  allow  the  immediate  processing  and further querying of the data for the entire area from the office. The alternative of  ground  survey  requires  a  substantially  longer  time  for  the  data  collection  in the  field,  and  consequently  exposed  to  many  possible  difficulties  and  delays such as bad weather conditions, flood that prevents access to certain areas, and so on.
3.   We would like to emphasize that row data of aerial photography and LIDAR
available at the MOWE database enables further process and analyze of
additional aspects in project area even in the wet season, where these areas are over flooded and not accessible for ground survey.
4.    Subsequently, the commencement of the corresponding products such as high resolution  orthophoto  and  very  detailed  line  maps  is  easy  and  can  be  done from  the  office  without  any  need  to  return  to  the  site.  Therefore  we  offer  to add  the  15cm  GSD  orthophoto  to  our  deliverables.  This  will  not  affect  the timeline for commencement of activities or the offered price.
5.   Based on the list of Kebeles on the clarification letter, we have noticed that the total  area  of  the  8  kebeles  (from  Kebele  data  of  Central  Statics  Authority)  is approximately 302 km . Nevertheless, and we calculated the project cost based on the area given in the RFP (i.e 264 km ). We believe that this issue will be discussed and clarified during contract negotiations.
6.   If our offer for supporting airborne survey will be accepted, we offer to use this opportunity and cover with high resolution aerial photographs and LIDAR
2
2
Form TECH-3
Page I of2larger areas than the pilot area- all around Lake Tana. This will enable easy future expansion of the hydraulic  models  to other areas  that prone to be flooded around Lake Tana with considerably short time.
B - On Counterpart Staff and Facilities
1.   Client’s  official  application  to  EMA  is  required  for  getting  the  flight  permit. This procedure normally takes about two weeks, but can be started before the project commencement date.
2.    On-going  availability  of  the  client's  staff  throughout  the  project  lifespan  is imperative    for    the    successful    execution    of    the    project.    The    client's consideration  is  required  especially  for  the  project  coordination  and  review and acceptance of the delivered products.
3.    Appointment  of  one  of  the  client's  officer  as  a  dedicated  Point  of  Contact (POC)  will  have  tremendous  contribution  to  the  successful  execution  of  the project.
4.   The client should assist the consultant in awareness creation and introduction of  the  project  to  the  pilot  kebeles  and  woreda  officials  for  easy  execution  of the project.
Form TECH-3
Page 2 of2TECH-4 : Approach and
Methodology©
OFCK
fiCRIAl PHOTO
DIGITAL MAPPING • ORTHOPHOTO • SURVEYS • GIS
Form TECH-4: Description of Approach, Methodology and Work
Plan for Performing the Assignment
Form TECH-4 - Table of Content
1.       General
2.        Chapter 1 - Technical Approach and Methodologyz
2.1.     Our Understanding Of The Project4
2.2.     Objective of the consultancy
2.3.     Our understanding of Scope of Work
2.3.1.  Project Activities
3.        Proposed Project Methodology
3.1.     Stage 1- Project Preparation
3.1.1.  Objectives
3.1.2.  Main procedures during project preparation8
3.1.3.  Expected Outputs8
3.2.     Stage 2 - Ground Survey9
3.2.1. Objectives9
3.2.2. Considerations9
3.2.3.  Methodology of Ground Survey9
3.2.4.  Projection method:13
3.2.5.  Procedures for establishment of Geodetic Network13
3.2.6.  Procedures for establishment of Ground Control Points(GCP)13
3.2.7.  Operation, management and assignment schedule18
3.2.8.  Expected Outputs19
3.3. Stage 3- Aerial Photography and LiDAR survey20
3.3.1.  Objectives20
3.3.2.  Main Procedure for aerial Photography and LiDAR20
3.3.3.  Flight Operation and Coordination27
3.3.4.  Flight Reports28
3.3.5.   Expected Outputs of the airborne survey
3.4.      Stage 4- Aerial Triangulation
3.5.      Stage 5- DTM production
Topographic Survey in Lake Tana Sub-basin Floodplain Areas
Page 1 of38S
OF€K
AERIAL PHOTO
DIGITAL MAPPING - ORTHOPHOTO • SURVEYS -GIS
3.5.1.Objectives
3.5.2. Main procedures
3.6.   Stage 6- Digital Orthophoto Production
3.6.1. Objectives
3.6.2. Inputs
3.6.3.Production Process
3.6.4. Hardware and software
3.6.5. Orthophotos Resolution, Accuracy and Scale 3.7.   Stage 7 - Creation of GIS database
3.8.    Stage 8- Digital Map Production
3.8.1. Objectives 
3.8.2. Basic steps
3.8.3. Inputs
3.8.4. Workflow32
3.8.5. Screen digitizing and attribute recording32
3.8.6. Accuracy33
3.8.7. Map design and digital data structure33
3.8.8. Expected Outputs 
29 29
30 30 30
.31
.31
.31
.31
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3.9.      Stage      9-      Capacity      Building,      Project      Implementation      and      Training33
4. Project Deliverables 
4.1.    requested deliverables 
4.2.    Additional deliverables 
5.      Chapter 2 - Work Plan
6. Chapter 3 - Organization and Staffing
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1. General
Ofek  Aerial Photography  ("Ofek") is  honored to present to the Ministry  of Water and Energy, Ethiopia ("the Ministry"), its  technical proposal for the tender for “Consultancy  service on Topographic Survey in Lake Tana Sub-basin Floodplain Areas “("the Tender").
Ofek is the largest company in Israel, and one of the leaders in Europe, in the area of aerial photography mapping and geographic applications. The company was founded in 1987, and since then it has carefully kept to a strategy of investment in innovative technologies, and high-quality products in the fields of geographic information, mapping and cartography.
This  document will provide the description of our technical proposal including the proposed project approach and methodology, main activities, work plan, organization and staffing, and all other related subjects. This  document will be accompanied and completed by  information provided in the other Tender Forms.
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2. Chapter 1 - Technical Approach and Methodology
2.1.     Our Understanding Of The Project
The Government of Ethiopia through  the Ministry  of Water and  Energy  ("the Ministry") has received  financing  from the International Development Association  (IDA)] for Topographic Survey in Lake Tana Sub-basin Floodplain Areas (the Project ).
The Blue Nile contributes about two thirds of water to the main Nile. Despite the beneficial use of the flood  flow, the flooding  regime in  the Lake Tana sub-basin  has been  causing  havoc and inconvenience. Severe flooding  along  populated  areas, have had  devastating  effects on  lives, livelihoods, and  properties. Infrastructure, agricultural land, and  other resources at risk  from floods can be vast, and include residential, commercial and industrial property, and public service infrastructure, including water supply, farmlands and crops. The flood plains of Lake Tana area are particularly  vulnerable to  such  frequent and  damaging  flooding  problems which  cause significant loss of life and economic damages. Despite attempts to develop both physical dykes and flood warning system, the flooding situation hasn’t yet proved. The poorly constructed dykes have been  observed  deteriorating. Recently  developed  flood  forecasting  models have had limitation of calibration data as well as fails to capture the required topographic details. Therefore, the main objective of this Project is to developed detailed topographical maps of the flood plain areas of Fogera, Dembia and Gilgel Abbay flood plain through ground surveying.
These maps will supports improved  community-based  flood  management and  adaptation strategies around  the shores of Lake Tana through  flood  preparedness strategies including participatory  flood  management planning  and  local risk  mapping; flood  mitigation  measures through small-scale structural measures such as elevated access ways, drains, secure water supply, capacity  building  through  training, improved  information  system and  data acquisition  and processing for flood forecasting, and communication to enable the sub-basin to be better prepared for frequent floods.
We further understand  that the main  emphases of the Ethiopian  activities under the proposed Phase II of the Project that is largely main streamed into (a) data acquisition, and (b) capacity building and training at community level as well as small scale works related to flood prevention and  response. The data acquisition  part of this sub-component is dealt with  the Hydrologic Information System being developed under Component A, which seeks to improve the gauging data acquisition  and  processing  for real-time flood  forecasting  and  communication, training at government levels and  conduct of special studies to  enable the sub-basin  to  be better prepared  for frequent floods. In  this regard, the acquisition  of topographic survey  data through consultancy service is required in order to have better risk maps of the flood prone areas.
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2.2.      Objective of the consultancy
The main objectives of the topographic survey are.
1.  To prepare detailed topographic map at scale 1:1,000 and 0.5m contour interval that will help 
to identify the existing nature of all the flood plain features, including specific landscape
values that may be affected by different level of floods. This work will support accurate flood plain modeling.
2.  To identify every detail spot contours that improves the quality of risk maps.
2.3.     Our understanding of Scope of Work
The detailed activities should include but not limited to the following activities:
A.  Site description including plan number Kebele and Gott number and district number.
B.  Location map at appropriate scale indicating the regional setting.
C.  Site map at appropriate scale indicating the layout of project.
D. Controls, vertical and horizontal references.
E.  Site profiles and cross sections at 50m interval in sufficient number to demonstrate terrain conditions have to be prepared. A spot height grid 10/15m* 10/15m has to be prepared.
F.   Site plans/ sketches/ color photographs indicating project location, site features and activities identified in relation to easily identifiable landmarks such as those found on accompanying maps.
G.   Proximity to designated environmentally sensitive areas such as those previously identified. This  includes  aquatic,  terrestrial  and  hillside  areas,  watercourses  and  updated  sensitive ecosystem inventory locations.
H.  All image and data sources will be appropriately referenced and clearly indicate the date
when this information was developed to certify that the most up-to-date available was used in completing the relevant assessments.
Information
I.    A topographic survey has to be made to all 8 pilot kebeles of Dembia flood plain and Fogera flood plain of total area 264 km2 to show natural slope contours and the post development contours at appropriate contour interval of 0.5m at 1: 1,000 scale as per the advice from the flood plains modelers.
1) Maps should be presented in A0 size, color format and that must be printed.
The project execution will be held by Ofek that will deploy a dedicated operation team in Ethiopia which  will include all necessary  personnel and  equipment. Ofek  will be assisted  by  Afri Geoinformation Eng. and MELDA, reputable local G1S & surveying companies
2.3.1.           Project Activities
Our selected methodology for project implementation is based on Ground survey that will be done by local experienced surveyors improved by supplementary airborne survey with LIDAR and aerial photography that will increase significantly the density of altitude spot heights and the visual information available for office interpreters and hydraulics experts for creation of nerfect
topography models.
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A.  Project Preparation- The first part of the project will set the ground for all the technical operation that will follow this part. This stage will include the coordination between the client and  Ofek  in  order  to  set  and  conclude  the  terms  and  conditions  for  the  execution  of the project.  Ofek  representatives  led  by  the  project  manager  will  set  all  the  necessary  loca activities  such  as  logistic  coordination,  acquisition  of  all  the  required  approvals  for  aerial photography operation, establishment of relation with local and municipal stakeholders and chiefs, planning of ground operation and more.
B.   Ground Survey - Melda, Ofek's local sub-contractors for the ground surveys, will perform an extensive field operation around the 8 areas of the pilot project. The field operation will include  the  establishment  of  project  geodetic  network,  its  reference  to  the  global  WGS84 network  and  the  national  projection  as  advised  by  EMA,  establishment  of  local  Ground Control   Points   ("GCP")   network   for   each  kebele  and  it  demarcation   by  monuments, surveying check points that will be used for Aerial Triangulation process, survey topography and manmade elements which are hidden to the airborne sensors ("AT") and will promise the desirable accuracy standard or better.
C.   Aerial  Photography  and  LIDAR  Survey-  Ofek  will  perform  stereoscopic  digital  aerial photography coverage of approximately 400 square km2  in the area of interest (AO1). The photography  will  be  held  by  a  dedicated  aerial  photography  airplane  and  digital  camera, which will provide aerial photography at a resolution of 15 cm GSD or better. The airborne survey shall include also LiDAR survey. This airborne survey will significantly increase the density of the ground altitude points and will enable to identify every detail spot contours or existing feature and will improves the quality of the risk maps
D.   Aerial  Triangulation-Aerial  Triangulation  ("AT")  is  done  using  the  ground  control  point and check points that are measured in every photo in which they appear. The AT operation assist in the block solution and provides the needed accuracy level to project.
E.  DTM production- Ofek will use the aerial photography information, with the ground control and LIDAR data (at 1 point per m ) in order to produce very accurate DTM layer of and contour interval of 0.5m. We will also provide Digital Surface Model (DSM).
2
F.   Digital  Orthophoto  Production-  Ofek  will  generate  digital  orthophoto  based  on  the  aerial photography.  The  Orthophoto  will  be  generated  using  the  orientation  parameters  from  the GCP  s  and  Aerial  Triangulation  that  will  allow  the  required  accuracy  level.  The  mapping operation will be based on the aerial photography.
G.   Creation  of  GIS  database-  Ofek  will  create  a  dedicated  GIS  database  for  the  project  that will include all the geo-information collected in the next stage and the different information layers that will be produce in the mapping stage. This database will be delivered to the client for use in the implementation stage. The structure of the database will be mutually designed by the consultant team and counterpart staffs from the client.
H.   Collection  of  Attribute  Information-  Ofek  together  with  Melda  will  collect  the  names  and location of main points of interest as describe in the Tender documents. For this operation Ofek will consult with local government administration, chiefs and opinion leaders The
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information  will be collected  from available information  sources (existing  documentation databases), by image interpretation and by a supplementary field survey. The information will be integrated  into  a unified  database containing  the different information  layers collected  in this stage. This database will be used in the mapping stage and will be delivered to the client in implementation stage.
I.    Digital Maps production- Ofek will produce digital topographic maps in a scale of 1:1,000. The  maps  will  be  produced  according  to  the  specification  in  the  Tender  documents,  EMA Technical Guidelines for Spatial Data Capture and in the technical response herein. The maps will  include  the  attribute  information  collected  in  the  previous  stag.  All  information  will  be presented in structure, GIS compatible format
J.     Capacity  Building,  Project  Implementation  and  Training-  Ofek  will  provide  a  strategic program  for  capacity  building  to  the  MOWE.  The  program  will  refer  to  the  necessary technology  transfer,  staff  training  and  on-job  training.  The  final  step  of  the  project  will include  implementation  of  the  project  deliverables  in  the  MOWE  offices.  This  effort  will include training of the relevant staff in order to provide them with the necessary knowledge and hand-on skills.
K.   Quality  Assessment  (QA)  and  Control  (QC)  for  project  deliverables  -  The  reliability  and completeness of the data will be checked all along the performance of the above mentioned activities. At the end of works, the hydrologists will run pilot flood models that will insure that the data enables fluent simulation of floods and preparation of flood hazard maps.
L.    Project  delivery-Ofek  will  deliver  the  entire  project  deliverables  including  all  necessary databases and the requested soft and hard copies. This stage will be done simultaneously with the  previous  capacity  building  stage,  as  the project  deliverables  will  be  used  for the on-site implementation and training.
The entire project will be controlled  by  dedicated  project offices which  shall be established  in Ethiopia headed by an Ofek project manager. The project manager will assign a specific manager for each  activity, who  will be responsible for the successful execution  and  conclusion  of that stage. The project manager will also assign a dedicated QA and QC manager that will conduct all the necessary  quality  verification  processes for each  stage separately  and  for the project as a whole.
3. Proposed Project Methodology
As mentioned  above, consultant selected  methodology  for project implementation  is based  on Ground  survey  that will be done by  local experienced  surveyors improved  by  supplementary airborne survey  with  LIDAR and  aerial photography  that will increase significantly  the density of altitude spot heights and the visual information available for office interpreters and hydraulics experts for creation  of perfect topography  models. The following  section  will explain  in  fine details of the proposed methodology for the execution of the project and its various stages For
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each  stage  we  will  indicate  its  objectives,  the  approach  to  the  service  and  methodology  for carrying out the activities and the expected output.
3.1.      Stage 1- Project Preparation
3.1.1.          Objectives
This stage will commence following  to  a notice from the MOWE informing  Ofek  that was selected  to  perform the project. Immediately  after such  winning  notice, Ofek  will deploy  the project manager and establish a dedicated project office with the sole responsibility for the project execution.
The objectives of the project manager and office at this stage are:
A. Construction of an agreed project frame and time schedule.
B.  Signing of the Contract for Consultants’ Services.
C.  Establishment of a local project office with the coordination of our local subcontractor.
D.  Conducting the necessary arrangements towards the aerial photography and LiDAR
operation.
E.  Conducting the necessary arrangements towards the ground control survey and the attribution information collection.
3.1.2.            Main procedures during project preparation
Ofek representatives will arrive to Ethiopia in order to conduct the necessary discussions with the Ministry. The discussions are aimed to produce the optimal project frame to the full satisfactory of the Ministry officials.
After the signing of the contract and the determination of the expected outline and schedule, Ofek team, with our local representatives will begin making all the necessary arrangements and coordination toward the next project stages. This task will include activities such as:
a.   Obtaining flight permits and coordination of flight control.
b.   Preparation and planning of the ground control activity.
c.   Contacting local leaders and chiefs in the target areas in order to establish the future cooperation.
3.1.3.          Expected Outputs
At the end of this stage the following outputs should be produced:
a.   Signed contract between the Ministry and Ofek.
b.   Agreed project frame and time schedule.
c.   Flight permits
d.  Collection of available geo-information.
e.   Inception report.
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3.2. Stage 2 - Ground Survey
The ground  operation  is an  important factor in  achieving  the required  accuracy  of the geo information. The operation  will include the establishment of a series of Ground  Control Points C’GCP' ), establishment of monuments and connecting them to the National Coordinate network.
1
The ground control work will be performed by Ofek's local subcontractor under the inspection of Ofek's Chief surveyor. The local subcontractor will be Melda Surveying Engineering Services, an Ethiopian  surveying  company  with  extensive experience in  this field  and  long  lasting acquaintanceship with the local terrain and conditions.
3.2.1.              Objectives
The objectives of ground survey stage are:
A.  Adjustment of the survey to the local network by establishment of Ground control Points and benchmarks.
B.  Marking and survey of ground control point throughout the photographed area.
C.  Survey additional point that will be used as check points.
D.  Survey of topography and manmade features that are not collected by other means.
3.2.2.            Considerations
In our methodology toward the execution of the ground survey we took into account the following considerations:
a.   The separation and distance between the blocks.
b.  The short window of opportunity to perform aerial photography flights in Ethiopia.
c.   The flooding in parts of north during the rainy season and especially around Lake Tana.
d.    The  old  reference  network  and  conversion  parameters.  In  Ethiopia  few  ways  of  data conversion  are  applied.  Normally,  the  x,y  position  is  converted  by  use  of  Clark  1880 
projection.  The  heights  which  are  very  important  for  the  task  of  this  project  are  relating  to 
optometric heights of 1  & 2
st
nd order benchmarks that are sometimes far from the project site.
3.2.3.        Methodology of Ground Survey
3.2.3.I. GENERAL
Work methodology includes the following tasks
a)   Site handover (reconnaissance)
b)  Establishment of geodetic control points (primary control points) using the most technological advanced surveying system, that is the Global Positioning System (GPS)
c)   Establishment of Bench Marks (secondary control points using total station) setup
d)  Development of control traverse-line (Total station traverse)
e)   Field survey using electronic Total Stations and Levels, which will have a different precision according to the topographic operations.
f)   Data processing and Mapping
g)  Report and data delivery
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32.32. SITE HANDOVER (RECONNAISSANCE)
As the reconnaissance Survey is the basis for a preliminary study of the area of interest (AOI) or Project Area, it will be carried out to analyze the existing situations like location of existing GPS, BMP and Traverse points, utilities and other important features; prior to the detailed survey with greater precision.
32.3.3.    ESTABLISHMENT OF GEODETIC CONTROL POINTS
Global positioning system (GPS) observations will be determined with in required interval along the project area. The geodetic GPS points will be placed  in  highly  accessible sites with appropriate bench  marks (concrete pillars), earth  rock, or on  existing  bridge or box  culvert parapets, protected against impact to guaranty their stability and integrity.
The established GPS points are couple and inter visible to each other at a minimum distance of
100m and will be tied with national coordinates system found within the vicinity of the project.
The GPS points are painted yellow and the description is marked in red.
32.3.4.    TYING WITH NATIONAL COORDINATE SYSTEM
The observations will be carried out with at least 3 units of Promark Three GPS system receivers or Trimble 5800 LI/L2 Three GPS system receivers (Dual Frequency) using static mode with at least 8  satellites tracking  per site in  order to  determine 3-D WGS84  coordinates. The baseline measurement accuracy is expected on 5mm+ lppm/2mm+lppm with at least forty five minutes of observation.
The observation will be in static mode with less than 2.0 PDOP for each measurement.
Using highly post-processing GNSS Solutions software or Trimble Business Center Software, the WGS84  co-ordinates will be transformed  into  the national grid, U.T.M. co-ordinates based  on Clark 1880 (Modified) spheroid -Datum: Adindan.
32.3.5.     BENCH MARKS (SECONDARY CONTROL POINTS USING TOTAL STATION)
SETUP
Benchmark  (secondary  control points) will be referenced  in  the field  on  reliable Doints on approbate bench  marks (concrete beacons), earth  rock, or on  existing  bridge or box  culvert parapets, protected against impact to guaranty their stability and integrity These benchmarks win be established  at 250-300m intervals prior to  initiation  of the survey  work  as■deemedne«to suit with the site cond.tions. Care will be taken while establishing these points to locate them at
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safe places within the project area to ensure no disturbance to the permanent benchmarks during future construction or other works.
The benchmarks are painted white and the description is marked in red. 3.2.3.6. DEVELOPMENT OF CONTROL TRAVERSE-LINE
coordinates.
Each traverse measurement will be executed with GPS equipment using stop and go mode.
The closing error observed in the traverses can be invariably found to be within the prescribed limit which is more than 12mm+2.5ppm accuracy.
The traverse-line will be tied and adjusted into GPS Points and into the National Triangulation System in order to determine U.T.M. planes co-ordinates.
3.23.7. GEOMETRIC LEVEL-LINE (LEVELING)
A closed  circuit leveling  line will be run  along  the project highway  for its entire length  by automatic level. The geometric level-lines will be developed  and  connected  along  the Control Traverse-line of the bench marks. During the course of leveling additional Bench Marks will also be established by recording elevation of the B.M. Pillars erected along the road and all traverse stations and pillars will be connected. The accuracy of the leveling can be observed by comparing the reduced level assumed at the commencement of leveling and corresponding level observed at the same station at the close of the survey. The accuracy of the leveling will be observed within ^k cm (where K is the distance in km). All leveling are to be carried out from GTS Bench Mark with High Precision Auto Level instrument and closed against another GTS Bench Mark.
Ground Control point for the aerial survey :
a.   Type of Control Points - Most of the control points will be marked and measured in the field according  to  pre-planning  schedule  before  flight  Other  points  will  be  measured  on  stable elements  that  can  be  clearly  identified  in  the  photos  after  the  flight  The  most  important control points in each block are on the Block Comers and in locations which are vital for the AT  process,  will  be  marked  with  monuments  on  the  ground  and  measured  by  DGPS. Additional points will be marked and measured inside the block in order to enforce the aerial triangulation solution.
b.   Base reference stations- during the flight Subcontractor will deploy base stations for location accuracy control. The subcontractor will be responsible to confirm that at least 1
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DGPS is functioning at least one and a half hour before flight. During the LIDAR flights In the stations must be in a range of less than 40 km from the flight area. Every base station should be adjusted to the nearest MRP. In parallel to the base stations OFEK will also operate the airborne GPS that will record the airplane location from the take-off and until the landing.
3.2.3.8. Adjustment of the survey to the national network
The network which will be used for the flight is UTM-WGS 84 Zone 37. The transformation to the local network will be done in post process according to the Ethiopian Mapping Authority parameters. Subcontractor will ask officially by letter for the conversion parameters and collect from the client the national first and second order triangulation points and benchmarks that will be used as reference points to tie the project to the national network.
The following data would be collected from the Mapping Authority:
a.  National transformation parameters
b.  Spheroid parameters (a, 1/f)
c.   Datum transformation from WGS 84 to the National datum.
d.   (Dx, Dy, Dz, Rx, Ry, Rz, D scale)
e.   Scale factor.
f.   False east false north and their factors
g.  Southernmost Central Meridian(origin Longitude)
h.   parallel (origin Latitude)
i.   Projection: Transverse Mercator (UTM) Zone 37, Clark 1880 (modified) datum: Adindan + Geographical Latitude/Longitude coordinates.
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3.2.4.            Projection method:
Ofek Subcontractor Melda will collect from EMA coordinates in UTM WGS 84 and in the local system U.T.M. co-ordinates based  on  Clark  1880  (Modified) spheroid  -Datum: Adindait the same points (minimum 13 - spread all over the project area) that will be used for checking the transformation formula. These coordinates should be officially approved by the staff in charge in the EMA for transformation.
3.2.5.            Procedures for establishment of Geodetic Network
a.  The surveyors will establish a Main Reference Point (MRP) in the centre of each polygon .
b.  The MRP's will be used as the base of the geodetic network of the project and its
adjustment to the national network.
c.
The MRP’s will be also used as Main Reference Point while measuring the Ground 
Control Points (GCP) by short GPS vector.
d.
The MRPs will be established by the following procedure:
1)  Identification of accessible, protected, free of elevation masking elements like trees
high buildings power lines and etc.
2)  Building a monument and point documentation.
3)  Secure the point with tape measurement of maximum 15m distance for visible
elements surrounding the point.
4)  Measurement of two long vectors to the nearest 2 MRP’s. The measurement has to be
done while At least two receivers are recording in parallel for at least four hours as
minimum, or 1 minute per km distance + 3 hours.
5)   The MRP’s will be connected to the National UTM and FBM points by GPS vectors.
Minimum 5 MRP’s spreading all over the project area, will be connected to at least 8 
FBM’s that have official national height value and 6 first/second order national control
points, which will be allocated and measured in site.
3.2.6.
Procedures for establishment of Ground Control Points(GCP)
The following will be determined in advance and approved by the Ofek’s Chief surveyor:
■   Number of control points that will be used in each area.
■   Which of the points that will be established with GPS will be used as check points
The total amount of points that will be measured will be inferred on site, taking into account the maximum distance between the points. The distance between the MRP’s and the points that will be monument and between monuments should be smaller than 15 km.
The points should cover the total area. The location of the points and their amount for each area will be determined according to the final alignment of the project area and photogrammetric rules. All the points to be measured will be observed with DGPS. The point marking will be precise, and should be reestablished with GPS vertices, if an error bigger than 3 cm will be found for measured vector between reference and rover.
The Number of GCP’s that Subcontractor is obligated to establish shall be as follows:
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Description
Estimated Quantity
Comments
Main reference points
8
Monuments
40
In    block    comers    and center parts
GCP Signalized  with concrete or other stable mark
170-200
In  the MRP’s ,monuments and wherever possible in  the others before flight
Post flight GCP's
TBD after flight
In all the areas that were flown  before pre signalization
3.2.6.1.   Establishment of Monuments
The ground survey works would involve the following marking works:
a)            Pre-marking GCP’s - Ofek and the Subcontractor will plan photo control points in each one of  the  8  block  using  1:50,000  topographical  sheets  and  existing  satellite  images.  The coordinates of the points that were selected on the flight plan would be tracked and located on the ground using a hand held navigational GPS.
The selected points will be marked on the ground with white paint over the dark background. The points would be constructed with available local materials such as stones or heavy logs arranged to  form signals and  painted  white for easy  identification  on  the photographs. Where local materials are not available in-situ, concrete slabs will be used as signals or flags. Concrete in-situ pillars Type B (24cm x 24cm x 75cm) with 45cm buried underground and 30cm above ground would be constructed at the centre of the arranged legs as shown in the figures below.
To avoid canopy cover, trees and weeds, within a reasonable radius, the area would be cleared around the points to ensure that signals appear clearly on the aerial photographs and to allow for adequate satellite tracking during GPS observation. Weed acids would be used to spray around the pillars and flags so that the pillars and the flags would not be covered by weeds if the flying delay.
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Figure 2 (below) - Classical Construction of Signals (two types)
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2 0m
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Use of wood logs as markers
use of concrete slabs as markers
b)   Surveying   of   Post   flight   GCP's   -   this   stage   will   be   performed   after   the   aerial   photography operation  end  and  will  be  based  on  identifications  of  features  in  floating  orthophoto  that  will be  supplied  by  Ofek  following  the  flight.  Selected  point  will  be  identified  in  the  orthophotos and  surveyed  to  complete  the  required  network  of  control  points  that  enables  to  perform  an aerial   triangulation.   The   survey   will   be   done   using   laptops   which   equipped   with   a   high intensity lumens screen that enable to see the digital orthophoto in day light.
Note: Although  weather conditions have no  direct influence on  data collected  during  observation, the planning  would  be scheduled  so  that rainy  and  stormy  conditions are avoided  during  the observation. Strong  windy  conditions could  affect the stability  of the GNSS antenna thereby affecting readings taken during measurement.
3.2.6.1.1.     Documentation of monument-
a)   The surveyors will prepare a Diagram of the area at a scale of 1:1000
b)   In order to secure the location of the monument, each diagram will include measurement of short vectors to at least 3 existing elements in the area.
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c)     The  sketch  will  include  a  diagram  of  the  surroundings  with  a  scale  approximately  of  1:2000, which contains information of existing roads and structures near the monuments.
d)     The   monument   diagram   will   also   include   alphanumeric   information   regarding   the   area   of   the monument   (district,   area,   zone,   street,   etc.),   coordinates   of   the   monument   in   accordance   to project network and WGS84 lat/long network.
e)   The description of GCP will be according to the form below Picture- Example of pre flight marked GCP description
jo?.tx>a ;i r I
t coc*s**n or
------------------- JIM                          U.----------------------
▼ —M> I
<t» *m
^□cr:
j r«M»
MtfffUOC
L£XS*-^t
-LT. A • CM
uAT’nxe
c-t-a’cm
ru’jixr
’*r»a nr«-
j-w
2 
0* »OMT
Ji*
J** 
** 
• Awi
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Picture- Example of post flight GCP description
state
Ethiopia
GPS point
NNN
Established by 
Ofek
Point character
Building comer
Datum
WGS 84
place, region
Project / Date Tana flood Hazard 
maps
dd/mm/yyyy
Elevation
83.845              53.207
ellip.                  Orthometric
Latitude WGS 84
Longitude WGS
84
Zone
UTM - 37
Ndd° mm' ss.xxxx"
Wdd°                  mm’ ss.xxxx”
Spheroid
WGS 84
North UTM
East UTM
North (Y)
1743900.767 N
East (X)
398569.655 E
Traverse Mercator
Specific point description
Yd UT O 0 O } V
XC /ob /o.
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3.2.6.2. Check points
Some  of  the  photo  control  points  (ground  DGPS,  AT  points)  will  be  used  as  reference  points  for quality control purpose only. These points will serve as check points.
3.2.6.2.1.     The methodology for using check poiDtSl
Check  Points will be distributed  homogeneously  over the photogrammetric block. Their further use in  surveys to  follow is taken  into  account At least three Check  Points will defined  for each photogrammetric block, The coordinates ofCheck  Points will defined  by  GPS measurement on  an equal accuracy  as the other Control points It is Ofek's Chief surveyor responsibility  to  decide which of the measured GCP’s will be used as check points.
3.2.7.              Operation, management and assignment schedule
The ground  operation  will be led  and  executed  by  Subcontractor professionals and  supervised  by Ofek's chief surveyor. Subcontractor will appoint a dedicated  survey  manager that will be responsible for planning  and  supervision  of the fieldwork  and  checks in  the field. Team leaders will be assigned  and  will be responsible for the actual field  operation. All of the team leaders will be members of the Ethiopia Institution  of Surveyors and  will have the necessary  experience in pre-marking (signalization) and GPS control measurements.
Subcontractors   shall   mobilize   three   (3)   Survey   Teams.   The   8   block   were   divided   accordingly  to   2 sites.
a)   Group A : Fogera floodplain — Gonda wara, Teza abba, Wagera Nabega Jigna,Tana
b)   Group B: Dembia flood plans - Debrzuria, Seraba
The Field  Teams should  determine, pre-mark  and  Survey  all the Ground  Control Points in all the areas of Group A & B before the Aerial Photography  missions. After the photography  has been  completed, post identification  and  measurement of clearly  visible small elements will be done in  all the other group  areas. The post flight GCP’s will be documented  in  the same format as the monuments.
Any  ground  control  provided  by  EMA  within  the  block  areas  will  be  flagged  and/or  surveyed  and used as “check points” in the aerial triangulation process.
A typical survey team will be composed of the following: a)   Geodetic Engineer/Land Surveyor (Team Leader)
b)   Survey Assistants
c)   Survey Laborers
d)   Local Labor
e)   Driver
f)   Chain Saw Operator (if and wherever necessary ) Subcontractor will provide Each Team with the following:
a) 4X4 WD Cross Country Vehicle
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b)   Hand held GPS
c)   Digital Camera
d)   Chainsaw
e)   Spraying Machines and Chemicals (weedicites)
f)   Materials to build the signals (Cement, sand etc)
g)   Shovels
a)   Pick asses. Cutlasses
b)   Buckets of white paint
c)   Pillar Mould
d)   Flag Mould
e)   Personal Protective Clothing for staff
f)   Two (2) Dual frequency Differential GPS receivers
g)   Laptop Computer
3.2.8.              Expected Outputs
Final deliveries of GPS Measurements Products
a.     Hard  copy  of  list  of  Ground  Control  Points  converted  to  the  National  Coordinate  System  will be   delivered   in   a   book   that   contains   control   points   documentation,   GCP   location   chart   for each area and other relevant details.
b.   MS Excel or PDF file that contain GCP field and final descriptions forms.
c.   The control and check points will be documented as follows
i.      The Points will be marked on the orthophoto and exported in near and far view JPGs.
ii.      An adjustment report table with 6 columns of the point ID's, coordinates X, Y, Z, and its accuracy (RMSE) as shown below :
Point     to Baseline
DX[m]
DY[m]
DZ [m]
sDX
[mm]
sDY[mm]
sDZ
[mm]
iii.          An index maps showing the points (control points, check, etc.) according to the photogrammetric block or produced sheets.
d.   The Control and check points reports will include the following data:
i.      Data on the newly surveyed points.
ii.      Number of points taken from the database of the basic photogrammetric data.
iii.       An index maps showing the points (control points, check, etc.) according to the photogrammetric block or produced sheets.
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iv.     Forms for determining the quality of the control points.
v.     The description of the point in MS Excel format according to the form below:
3.3. Stage 3- Aerial Photography and LiDAR survey
This stage will include a vast aerial photography operation over 400 km2 that will cover the 8 kebeles locations and  extra areas in  its edges to  enable future extension  if needed. Ofek specializes in the field of aerial photography and plans to apply its expertise in this project. We will deploy in Ethiopia dedicated aerial photography airplane equipped with digital camera and all other related  equipment. The activity  will be lead  by  a professional crew with  substantial experience in international aerial photography operation including in African countries.
3.3.1.        Objectives
The objectives of the aerial photography stage are:
A. Preparation of flight plan and tight schedule to meet the first clear weather window.
B.  Performance of aerial photography of about 400 km2 in less than one week.
3.3.2.        Main Procedure for aerial Photography and LiDAR
33.2.1. Project planning and definitions:
1) Areas Coverage Plan-the aerial photography will cover approximately 400 km  divided into different blocks are described in the chart below:
2)  Areas and Scales- The area will be photographed in a 15cm Ground Sample Distance (GSD) resolution or better. This will provide optimal view of the photographed area.
3)  Coverage Data-
■   Flight direction- N-S or E-W according to polygons.
■   Resolution- pixel size< 15cm GSD.
■   Overlap between exposures- 60%-65%
■   Side laps between runs is increased - 56%-80%
■   Sun angle of above 30 degrees.
• Cross strips will be flown wherever there is a risk of accessibility difficulties for control.
■   Two extra models will be flown beyond the edge of each flight line
4)  Flight Plan
The flight plan will include the flight between the blocks and within the blocks. The flight plan between the blocks will take into account the aerial traffic constrains, flight routs, availability of landing sites and aircraft maintenance .ssues. The flight plan within the block will take into account the required scale, end-lap, side-lap and terrain levels in order to set the necessary flight lines and the exposures positions. The plan will be processed by the Track-Air software that wil report flaws in the plan and adjust it accordingly. The selected flight plan might be adjusted during the flight according to actual flight conditions and requirements Real-time in St performance quality control is done using the T-Plan Flight Management System FMS) "
2
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Picture - Area of interest (AO!)
3.3.2.2.    Aircrafts, Airborne Cameras and Utilities
1)             Aircrafts-  Ofek  owns  and  operates  4  dedicated  aerial  photography  airplanes.  Our  airplanes are  equipped  with  a  GPS  system  and  an  1MU  that  are  attached  to  the  camera  mount  in  order to  allow  highly  accurate  execution  and  process  of  the  flight  lines  (in  addition  to  the  camera’s D-GPS, which connected to the Track-Air Flight Management System (FMS).
Our preferable aircraft for this project is Piper Shayne P-3 IT or Cesna Caravan 208B which has turbo prop engines that consuming Jet 1 fuel which is available in the main airports of Ethiopia. The aircraft capability to fly aerial photography missions at a high velocity of 150-
160 knot will enable us to perform the mission during the short time frame of suitable weather conditions in Ethiopia.
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2)  Flight methodology
The flight will be executed  by  highly  skilled  flight crew. We employ  highly  experienced  aircrews (pilots and  navigators) who  carry  out thousands of aerial photography  flight hours. This crew is well experienced  and  most suitable to  fulfill the requirements of aerial photography  within international projects under similar conditions to  those, which  are specified  herein. The aerial navigation  will be carried  out by  using  of two  airborne GPS units- an  aerial unit attached  to  the aircraft panel and  a Differential System attached  to  the Flight Management system, complementing  the navigator’s supervision  by  touch  navigation  (dead  reckoning) on  1:50,000 maps.
3)  Digital Camera - VisionMap A3 Large Format Digital Mapping Camera
fek   owns   and   operates   the   fully   automated   mapping   system-   VisionMap   A3.   The   workflow normally   carried   out   in   a   typical   flight   consists   of   the   following:   flight   planning,   aerial   survey, copying    images    and    meta-data    from    the    camera    storage    unit,    aerial    triangulation,    block adjustment,   automatic   Digital   Terrain   Model   (DTM)   creation,   orthophoto   and   mosaic   production. All  the  processes  can  be  executed  in  a  fully  automated  mode.  Nevertheless,  we  plan  to  use  the automatic   product   as   draft   product,   that   will   be   enhanced   by   manual   integration   of   GCPs controlled    AT    procedure,    manual    editing    of    the    DTM    wherever    necessary    and    radiometric enhancement.
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The Main Characteristics of the System:
■    High efficiency -for a given resolution, the throughput of VisionMapA3 in square km per  hour  is  substantially  better  than  any  other  systems  that  are  operated  at  lower altitudes. This feature allows us to perform large scale projects in a short time period, which  is  especially  important  in  place  and  projects  with  short  time  frame  for  aerial photography operation.
■   Total automation of all processes (flight planning to Orthophoto creation)
■   Super large format (SLF) images for stereo compilation
■    The  300mm  focal  length  maintains  high  resolution  in  high  altitudes  and  enables operation  at  high  altitudes  (this  is  crucial  in  urban  areas  in  order  to  support  true Orthophoto  generation  because  some  countries  limit  the  flight  altitude  over  urban areas).   This   provides   highly   accurate   mapping   products   while   maximizing   the acquisition efficiency
■    Many observations of each photographed point contributes for high photogrammetric accuracy and process stability
■   All frames participate in the bundle adjustment
■    The  camera  does  not  require  any  external  stabilization  aids.  A lightweight,  accurate forward  motion  compensation  mechanism  is  embedded  in  the  camera.  Since  the forward   motion   compensation   was   designed  to   compensate   for  the  fast  angular velocity of the camera, it easily provides FMC for faster aircraft, including jets.
■    The  Camera  is  equipped  by  IMU  system  for  accurate  collection  of  frame  position metadata which contributes for the accurate automatic Aerial Triangulation procedure.
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fiCRIfil PHOTO 3.3.23. LIDAR Terrain Scan
33.2.4.    General Introduction of the technology
Geometrical documentation of objects  and environment is  an essential step in any  civil and industrial engineering activity. Much effort and resources  are being invested in achieving reliable, accurate, detailed and visualized geometrical survey and its outcomes.
During the past 100 years just very little was changed in this field. Based on conventional survey techniques and tools, and using traditional analysis and presentation methods such geometrical documentation was just a limited and interpreted point-by-point 2D (2 dimensional) description of
the object/environment, whether it was large or small. Ground means like GPS-RTK and total
station technology just expedited the fieldwork and made it slightly more detailed but didn’t
change it basically.
Photogrammetry  (vectorizing from 3D stereo images) is  much more efficient than the ground tools  for mapping large areas  but the interpretation is  done by  operators  and it is  still time consuming compared to LIDAR.
Computers  and  CAD  software  (AutoCAD,  Microstation  etc.)  contribute  a  lot  to  the  presentation and editing of as-made and topographic survey but do not affect its accuracy significantly.
The  availability  of  modem  PC  and  the  growing  usage  of  laser  technology  led  to  a  revolutionary 
solution: the 3-Dimensional (3D) Laser Scanner.
oiutionary
The   technology   of   airborne   and   digital   photography   survey   designed   for   topogranhv   and hydrographic terrain modeling has a number of advantages:                                            P 8 P“J °
Spatial data on the underlying terrain can be easily  collected. In surveying terrain features  and ground objects or takmg geometric measurements, an accuracy of 15 cm can be achieved wh “is the best result for any available remote sensing methods nowadays.
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Such  a  technology  makes  it  possible  to  use  LIDAR  data  to  create  or  update  topographic  maps  and plans at almost any scale down to 1:500.
The efficiency  of airborne LIDAR survey  is  exceptionally  high. There are proven records  of 500-600 km of linear facilities  surveyed and up to a few thousands  of square Ion in one survey day. It is  noteworthy  that the basic  interpretation of airborne LIDAR data in terms  of time consumption can be compared to the duration of aerial work, so these data can be interpreted directly  in the field. In its  turn, this  allows  an efficient quality  control of survey  data so that additional surveys  can be performed when necessary. For that reasons  processing mobile centers are always situated at the carrier point of landing.
Airborne LIDAR method does  not require detailed and labor consuming ground geodetic surveying to provide plane and vertical control of aerial survey  data, as  it takes  place in case of traditional stereo topographic  method of map production. Geodetic  support works  are limited by  a number of procedures  mentioned above. This  advantage is  of great value for making DTM for hydrographical needs in mounting and hilly areas.
A    chosen    approach    presumes    combination    of    classical    stereo    photogrammetric    and    airborne LIDAR   methods   to   be   applied   while   making   data   acquisition   for   precise   digital   terrain   modeling. Therefore    these    methods    can    be    used    successfully    to    automatically    reconstruct    the    shape    of complex   objects   within   urban   areas,   such   as   buildings,   highways,   power   lines   and   so   on.   Airborne LIDAR    technology    survey    allows    all    elements    of    the    scene    to    be    measured    directly,    which overcome   all   main   drawbacks   and   limitations   of   the   pure   stereo   topographical   method.   At   the same  time,  laser  measurements  create  a  3D  image  of  an  object  -  a  cloud  of  laser  points  reflected off  the  surface  of  the  object.  The  cloud  itself  eases  the  visual  analysis  of  the  shape  of  the  object and    permits    all    preliminary    (or    final,    in    some    cases)    geometric    measurements    with    a    base accuracy   for   the   method,   indicated   above.   It   is   also   important   that   the   LIDAR   data   in   such   form can   be   effectively   analyzed   by   means   of   Terrasolid   software   and   can   be   used   to   generate   vector models of all relevant objects, which are essential while making hydrographical modeling.
The LIDAR & digital aerial photo technology  is  not generally  affected by  seasonal restrictions  caused by  foliage. In most cases  laser beams  can be used to locate objects  under the tree canopy.
The LIDAR survey  can be applied without any  restrictions  to survey  terrain surfaces  having no or few distinguishable features  which normally  are in need as  tie points  and ground control points such as quarries, sand beaches, snow-covered or water areas.
The   LIDAR   intensity   data   enabls   mapping   the   terrain   below   dense   vegetation   or   bush   cover element which is sometimes crucial in African nature.
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3.3.2.5.   LIDAR System
OFEK applies Optech Airborne Laser Terrain Mapper (ALTM) of 3100 model for LIDAR survey works. ALTM 3100 includes  semiconductor laser for making range-finder (distance) measurements with pulse repetition rate up to 100 kHz.
The laser is an emitter of rays with frequencies in the near infrared range of spectrum. With each scan, measurements are taken of the slant range to the point of reflection and of the beam angle in the LIDAR’s coordinate system.
3.3.2.6.   LIDAR Operation Concept
Up to five reflections can be registered for each scan line. This capability renders laser images more informative as responses from several objects of the scene can be received simultaneously with each single scan. First reflections will be received from foliage, wires and towers of power transmission lines, edges of buildings while last reflections will usually come from the ground or other hard surfaces like roofs. Such a possibility is regarded to be extremely important while making DTM for hydrographical need under dense tree canopy.
In most cases the required survey parameters can be achieved in a single pass of a survey aircraft along the survey pass thus reducing the duration of aerial work. As laser scanning is carried out using  equipment  which  is  capable  of  registering  both  the  FIRST,  LAST  and  intermediate reflections,  scan  densities  correspond  to  LAST  pulses  reflected  from  the  ground  and  ground objects (first of all, water surface, buildings and structures). Due to such a feature, an actual scan density happens to be 30-40% higher than the theoretic number, due to FIRS and intermediate pulses reflections that basically hit treetops, power lines towers and wires and other above ground objects.
3.3.2.7.   Positioning and Geodetic Data Conversion
The path of the aircraft is registered by an airborne OPS (GLONASS) receiver Position obtained together with melted slant distances and scan angles provide absolutely accurate ge^ettc coordinates m WGS-84 of objects which reflect laser beams. It must be pointed that™ relative geospatial accuracy of surveyed data in any case is at least at same level as absolute
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geodetic  accuracy.  In  most  cases  it  is  much  higher  and  may  rise  up  to  a  level  of  5-10  cm, depending on flight elevation and other parameters.
The data will be converted to the local national coordinate system. 3.3.2.8.    Coverage Plan
Covered area
About 400 km  of 8 kebeles + extra coverage
2
Flight altitude
1000m Above Ground Level (AGL)
Aircraft speed
Maximum 140 knt.
Scan Angle
45
Av. density of points
1 points /m  (a point each 1 m )
2
2
overlap
20%
Data recording
First and last pulse, Intensity for each echo
Number of flight hours
Around 6
Height accuracy
<0.15 m
Position accuracy
<0.4 m
3.3.3.           Flight Operation and Coordination
a.Air Crew
Our crew includes two pilots, a Navigator/Airbome systems operator and a ground technician/data editor. The crew that will execute the flights  a highly  trained and professional crew that has substantial experience in execution of aerial photography  flight in international projects  under conditions similar to those relevant to this project.
b. Flight Coordination- Ground handling and operating services
The project coordinator will hire a local aviation ground handling company  that will assist in flight coordination and provide the necessary  ground services. The flight services  will include Flight plans, Notes  for airmen, Meteorology  and Special photography  flight clearances  (military zones, restricted and congested traffic lines).
The local aviation ground handling company with the support of the contracting party will obtain the Civil Aviation and military authorizations needed for flying in Ethiopia and in specially the project area. Flight plans will be submitted on a daily basis in order to allow aerial photography 
on any day that weather conditions permit.
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c.    Considerations for decision to fly on operational days:
There are several factors and constrains that may affect our ability to execute the flights. The main
factors are:
Weather- The forecasted weather should allow reasonable conditions  for aerial photography operation. Weather conditions such as rain or developed clouds may prevent us from flying in that occasion. In addition large part of the country is covered by low altitude clouds in certain months of the year. In order to overcome this  constrains, the flight operation will executed during the months which are usually characterized in minimal cloud cover.
Flight Permits- attaining flight permits may sometimes demand addressing long bureaucratic 
procedures and approval processes. We believe that the promised assistance from the Ministry in obtaining the flight permits will significantly reduce the required time and effort for this task.
In addition there are some considerations that may affect our decision to fly on certain operational
days:
Sun Angles- the photographs will be taken only with a sun angle of above 30 degrees.
Visibility- The photography  will only  be performed in clear weather and visibility  condition that will promise that the photographs tone reproduction will not be impaired. The photographs should be free of clouds, density, shadow or smoke.
3.3.4.            Flight Reports
a.            Index Plots
An index plot will be supplied, in a computerized format based on maps or charts, to show the
relative positions of all the photographs and Lidar strips.
3.3.5.           Expected Outputs of the airborne survey
At the end of this stage the following outputs should be produced:
a.   Complete aerial photography and LIDAR coverage of all the AOI.
b.   Flight reports and indexes from each day of flight.
c.   Interim report which summarize all the flight operations and resulted products
3.4. Stage 4- Aerial Triangulation
Aerial Triangulation (’’AT”) is  a process  that aimed to georeferenced the photos  in a very accurate position and enable use it for 3D mapping . The high accuracy  achieved by  using the ground control point. The GCP's  and check  points  are measured in every  photo in which they appear.
Post processing of the each photographed block  is  carried out in order to check  the interior orientation. Self-calibration is carried out in order to check that the camera calibration parameters obtained during exterior orientation processing are stable. Foresight angles are also checked. Once
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all   checks   have   been   performed   and   expected   accuracies   have   been   achieved   the   resulting   exterior orientations are used in subsequent processes.
3.5. Stage 5- DTM production
3.5.1.           Objectives
The objective of this stage is:
A. Production of Digital Terrain Model ("DTM") of the photographed areas. This product is the
most important for flood modeling.
3.5.2.           Main procedures
The highly  accurate DSM, DTM and Contour Lines  will be extracted from LiDAR point cloud data, Photogrammetry  of brake lines  and complementary  survey  in the field . DSM, DTM and Contour Lines  extraction process  is  an integrated process, some of which is  done automatically and some of it is performed manually, all in order to achieve the highest accuracy level.
3.5.2.1.  Production of DSM, DTM and Contour Lines using the LiDAR survey:
a)     The   LiDAR   sensor   omits   laser   beams   to   the   ground.   The   beams   reflect   in   the   LiDAR sensor   and   translated   into   distance.   This   distance,   in   combination   with   the   information about    the    exact    location    of    the    sensor    position    at    the    shooting    time,    enable    the calculation of the exact height of the beam hit point.
b)     In   the   LiDAR   survey   we   will   use   a   point   density   of   1-2   point   per   m2    (!)   to   promise high quality data.
c)       Aerial    LiDAR    survey    planning    and    execution    -    the    flight    will    be    performed    in accordance   to   selected   points   density.   The   coverage   will   promise   that   the   entire   area will be covered without any "holes" in the cover.
d)     Data   Processing   -   the   LiDAR   data   is   processed   and   transformed   into   point   with   exact location and height feature. The result is an unclassified cloud of points.
e)      Points   Classification   -the   points   will   be   classified   to   ground   (DTM)   and   non-ground (DSM).
f)      The   DTM   data   will   be   used   to   construct   the   Contour   Lines   that   presents   the   area terrain in an intuitive manner.
g)   Cross sections- will be prepared from the DTM for each 50 m
h)   For    improving   the    DTM   even   more,   break    lines   will   be   extracted   from   the   aerial photography     wherever     necessary.     The     DTM     extraction     process     is     an     integrated process,   some   of   which   is   done   automatically   and   some   of   it   is   performed   manually, all   in   order   to   achieve   the   highest   accuracy   level.   The   editing   including   point-by-point edit,    lake    editing,    smoothing,    geomorphic    editing,    cloud    fill,    tree    canopy    correction, hedge and building removal.
The manual process will be performed by an operator over 3D view nf
with 3D stereoscopic view, the operator can check and locate the Z eleiX?3865 ^ accurate position.
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The data collection includes  elevation points  along the lines  of slope changes, significant points such as  peaks  and valleys, and the profiles  at regular intervals  (discontinued and brake lines).It is essential to assure the careful placement of sampling to present the surface in areas  of rapid variation of the ground slopes. The density  of points  in the collection shall be chosen as  a function of the type of terrain.
3.5.2.1.1. DTM refining process
To assure the high level of DTM quality the following procedure will be performed:
■      Prior  to  collection  of  the  DTM  the  average  point  density  will  be  specified  in  the  set-up together with the selection of correlation areas.
■      Batch   process   of   seam   lines   feathering   procedure   will   be   done   by   the   operator,   to remove buildings and tree canopy.
■      Where   3D   vector   data   are   available   with   height   values,   such   as   e.g.   roads,   rivers, lakes, etc., these will be introduced to get a better correlation.
■      All   correlation   results   will   be   checked   on   the   stereo   workstation   to   remove   gross errors  and  ensure  a  good  fit  to  the  ground.  Forest  areas  will  be  corrected  to  the  ground level   depending   on   the   stereo   availability   of   ground   level.   The   operator   will   generate statistical reports comparing DTM with control points.
3.5.2.2.   Expected Outputs
A DTM model delivered as a TfN model in GRD or ASCII text files.
3.6. Stage 6- Digital Orthophoto Production
As   recommended   in   TECH   3   Section   3,   we   will   deliver   also   high   resolution   digital   orthophoto that will improve the Project available visual database.
3.6.1.           Objectives
The objective of this stage is:
A. Generation of a digital color orthophoto with perfect geometric and 15cm pixel resolution for site visual analyses.
See our recommendation at Tech-3.
3.6.2.           Inputs
In order to prepare the orthophoto, the following inputs must be obtained:
■    The aerial photography images.
■    Rough draft of aerial survey.
■    Orientation parameters and required accuracy.
■    Technical reports of aerial triangulation.
Topographic Survey in Lake Tana Sub-basin Floodplain Areas
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3.6.3.           Production Process
The generation of the orthophoto and the mosaic is a fully automatic batch process. After the images complete the AT process they are forwarded to batch process of orthophoto and mosaics. In order to achieve very accurate product the GCP's will be identified in each photograph and their value will be assign to the relevant point in the image. This  will allow solving the photographed block by determining the relationship between the photographs.
3.6.4.           Hardware and software
The images will be rectified by the following software:
■
■
■
VisionMap AT for aero-triangulation,color balance and mosaicing OrthoVista will be used for color balancing and mosaicing
Adobe Photoshop for final editing and color adjustment.
3.6.5.
Orthophotos Resolution, Accuracy and Scale
■
Orthophoto resolution-15 cm per pixel.
■
Accuracy level- Better than 3 times GSD (45cm) across a map sheet, of 40cm by 
80cm. The relative accuracy RMSE is 2 times GSD (30cm).
3.7.Stage 7 - Creation of GIS database
Ofek  will  create  a  dedicated  GIS  database  for  the  project  that  manages  and  stores  all  the information collected in the project.
3.7.1.1.   Objectives
The objective of this stage is:
A.           Creation of a dedicated GIS database for the project that will enable proper use of the data in flood hazard modeling.
3.7.1.2.   Steps to be followed
The GIS database will be created using dedicated universal software such as  ESRI ArcGIS Arcinfo. The database will be designed in order to contain the different collected features  as layers. The orthophoto produced in previous stage will serve as the basic layer for the database.
3.7.1.3.    Expected Outputs
■ GIS database with orthophoto as basic layer, raster layers of elevation models 
thematic layers of all the topography and manmade features.
d’
3.8.
Stage 8-Digital Map Production
This  stage  is  be  performed  by  specialists  in  the  field cartography. All the tasks in this stage will follow the exact Ethiopia.
of    mapping,    photogrammetry    and instructions of EMA for Survey of
3.8.1.              Objectives
The objectives of this stage are:
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DIGITAL MAPPING * ORTHOPHOTO * SURVEYS • G IS
A.  Production of digital line maps at a scale of 1:1000 for the entire area of the project
B.  Editing the data into sheets and production of soft and hard copies of the line maps.
3.8.2.            Basic steps
Ofek will create photogrammetric maps of the photographed area, based on the imagery acquired in the aerial photography activity. This will allow us to produce the maps in a relatively short time schedule, and deliver the products early.
Maps at a scale of 1:1,000 will be produced for the entire area of the project.
3.8.3.            Inputs
The mapping activity will require the following inputs:
■   The digital images on HDD.
■   Aerial photography camera calibration report.
■   Aerial Triangulation output.
■   Layer codes and symbology based on the project technical specifications.
■   Database and attributes which created in the previous stages.
3.8.4.             Workflow
■   Determination of the photogrammetric vectorization work plan.
■   Data importing and contour generation
■   Execution of the vectorization form 3D models in 1:1000 according to the work plan.
■   Topographic features extraction ant its assimilation into the DTM.
■   3D coordinates of DTM and Break lines.
■   Production of contour lines layer at 0.5m interval with spot heights.
■   Themes editing (closing polygons, over/under shoot,topology ect.).
■   Digitization of segments boundaries into close polygons arranged in separate layers.
■   Saving the data in specified projection and coordinate systems
■   Conversion of the Cad layers to ArcMap Shape file format.
■   Quality Assessment and Quality Control
The final base map will contain point, line, area/polygon and annotation features that have been arranged in layers  of compatible format. Each layer will be arranged in geo-database and the existing information will be recorded in the attribute tables.
3.8.5.          Screen digitizing and attribute recording
The restitution of features out of the photogrammetric stereo models is aimed fhr .h. . r r line map, which presents information layers that have been derived from aerial DhotoXVd
imagery at their perspective projection. Every topographic or
r ae. Photo£raphed
the  relevant  thematic  layer  with  special  symbology.  This  procedure  is  nwrhf^  'S    ^.°!lected   int0
that the ground mapping in the field.
87 P
' S much faster and informative
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3.8.6.           Accuracy
The   accuracy   standards   will   follow   the   instructions   of   EMA   Technical   Guidelines.   The instructions include the following standards
■    Horizontal  accuracy  -  the  accuracy  standard  of  1:1,000  scale  map  is  ±0.3  meter compared to DGPS check points. In the hard copy, not more than 5 % of the points tested shall be in error by more than 0.05cm (1/50 inch), measured on the publication scale.
■    Vertical  accuracy  (RMSE)  -  90%  of  all  well-defined  features  will  be  within  one-half the contour interval scale in respect to their true ground elevation.
3.8.7.            Map design and digital data structure
The  Map  design  and  digital  data  structure  will  follow  the  instructions  of  EMA  Guidelines  for Spatial Data Capture and Presentation in Ethiopia.
3.8.8.            Expected Outputs
The following outputs will be produced:
■
Digital and hard copy line maps at a scale of 1:1,000 divided to sheets and covering
the each of the 8 kebeles.
■
Contour lines layer at 0.5m interval with spot heights
■
Maps will be presented in A0 size layout, color format.
■
Hard copies of the map sheets will be printed
3.9.      Stage 9- Capacity Building, Project Implementation and Training
We believe that one of the key factors for performance of a successful project is the acquaintance of the client with the project activities, production processes  and, of course, its  deliverables. Therefore we invite the client's professional representative to participate in the project activities, whenever possible, and gain hands-on experience. In addition we plan to perform a one week On Site Training to the client's  staff, in order to promise the successful implementation of the project's deliverables.
3.9.I.I.     Objectives
The objectives of this stage are:
A.  Client's staff capacity building by participation in the survey and production activities performed by the contractor.
B.  Perform hand-on training and on-site support for the local staff using the project products.
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3.9.1.2.    Main Procedures
3.9.1.2.1. Basic training for the MOWE staff
DIGITAL MAPPING • ORTHOPHOTO • SURVEYS -GIS
This stage will be divided into two parts- participation in the different project activities during the project implementation and training of the local personnel after receiving of the final deliverables.
The client's staff will join the field surveys during the ground control works and the flight crews during the aerial photography flights, whenever possible. Selected personnel may also join the image processing, photogrammetric works and GIS database creation works in Israel. This will impart the local staff with valuable firsthand experience with geographic  works  in general and with the project activities in particularly. We believe that such experience has the capability to substantially raise the staffs professional level in a relative short period of time.
The second part of the hand-on training will be done after the project's deliverables will be handed to the client. For this  part Ofek  will assign the subcontractor AfriGIS a local entity  with professional cartographers and GIS operators that will support the local staff during a one week period held following to the product delivery.
3.9.I.3.    Expected Outputs
The outputs of this stage are:
■   Improved understanding of client's staff of the different project activities.
■   Implementation of the project deliverables in the client's database.
3.9.I.4.    Areas for capacity building
3.9.1.4.1.  Basic training for the MOWE staff
1.  Base Surveying and practical Application on the field
•    Determination of GCP and no of GCP on the field
•    Transfer of points to the project area
•    GPS Survey, down loading data and post processing 2.  Total station Survey and down loading data
3.  Features Mapping
4.  Data and Map preparation in AutoCAD
5.   Introduction to GIS
6.  Import Data in GIS Environment
7.  Preparation and Flood plain Area maps
8.  Creating DEM
9.  Preparing Cross section and Profile at any Section
10. Performing some Spatial analysis
Topographic Survey in Lake Tana Sub-basin Floodplain Areas
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DIGITAL MAPPING • ORTHOPHOTO- SURVEYS • GIS
3.9.1.4.2. Implementation of the project deliverables
4. Project Deliverables
4.1.         REQUESTED DELIVERABLES
The project deliverables will be according to list detailed in the Term of Reference:
A Digital 1:1000 topographic maps. Each sheet within the A.O.I will be delivered in thematic 
layers assigned by EMA and include all the existing topographic and manmade features.
B.  AO Hard copy prints of the digital maps at a scale of 1:1000.
C.   3D and coordinated DTM, compatible with ArcGIS, which is used for flood plain modeling
as advised by the flood modeler.
D.  Ground Control Points and Benchmarks coordinates and description in digital and hard copy 
format.
E.   Reports:
a.      Inception   Report-   includes   initial   findings   and   any   major   problems   expected   in   the assignment,   suggestions   for   modification   of   the   original   scopes   of   work   if   necessary. The   inception   report   and   drafts   of   the   subsequent   reports   shall   be   discussed   with   the client    in    presentation    meeting.    Comments    on    the    reports    shall    be    incorporated    in subsequent   reports.   10   copies   will   be   submitted   not   later   than   four   (4)   weeks   after commencement of the assignment.
b.      Progress    Report-    addresses    activities    undertaken    and    projection    of    activities    to    be completed   in   the   next   reporting   period.   The   report   will   be   submitted   on   a   monthly basis in 10 hard copies and CD/DVD copies.
c.   Draft Final Report- submitted five (5) months after signing the contract and shall
address all aspects of the scope of work. The report will include 10 hard copies and
CD/DVD copies.
d.      Final   Report-   submitted   six   (6)   months   after   commencement   of   the   assignment   and shall   address   all   aspects   of   the   scope   of   work.   The   report   will   include   10   hard   copies and CD/DVD copies.
4.2.Additional deliverables
The    performance    of    the    supporting    airborne    survey    will    allow    us    to    submit    the    following
supplementary deliverables 
A.   Orthophoto 0.15m per pixel mosaic, in TIFF file format.
B.   LIDAR raw Data Files (Cloud of Points)
C. Flight reports in digital format and Diagrams (Digital Flight Index) printed at 1-50 000
D.   Camera Calibration Report (Digital and hardcopies).
E.   Aerial Triangulation Report.
F.   Contour layer 0.5m interval with spot heights.
G.  Field Completion layer containing place names, feature names, etc.
H.   Index map for each Block indicating map sheets pattern.
6
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5.  Chapter 2 - Work Plan
The proposed work  plan for the project, including the assignment content, duration, staffing, phasing and order are presented in the table attached herein. The table corresponds to the Work Schedule of Form TECH-8.
Delivery of report drawings, and tables:
The list of final deliveries is specified in section 4 above. The specifications include all the reports requested in the Tender documents.
Topographic Survey in Lake Tana Sub-basin Floodplain Areas
Page 36 of 38PERFORMANCE TIME SCHEDULE
Activity / weeks from Awarding of contract (AOC)
Total
duratio
n days
resources
Duration
days
Duration
M
M1
M2
M3
M4
M5
M6
Contract Signature. Advance Payment against AP guaranty
14
P. Manager
14
05
preparation of detailed survey plans and proiect plan
14
P Manager
14
0.5
Delivery of inception report
P. Manager
I
MO
■
r rz
I
I
Application and process of flight permit
21
P. Manager
14
05
Geodetic Network establishment by long vector GPS
15
3 ground sur
teams
15
0.5
r
Pre flight signalization of photo control point and BM
50
3 teams
17
06
GIS expert
L
Establishment of GIS Database. collection and adaptation of existing data into the data base
14
17
0.6
Mobilization of Aircraft .Equipment and crew to Ethiopia
7
Air crew
E
7
02
Execution of Airborne survey and process of aerial survey products
4.0
Air crew
5
02
Delivery of Airborne survey reports for client QC
0
P Manager
0
Client QC and acceptance Approval
14
Client Staff
Process of digital orthophoto for 8 blocks including AT, Orthophoto. Color enhancement, sheet editing including toponomv
36
3 F Operators
1 L GIS editor
11
04
n
Creation of detailed 1 1000 topographic maps for 8 blocks by photogrammetry and editing
270
10
photogrammetrs
32
II
Editing into sheets. QA and GIS data integration, reports preparation.
135
3 Editor
54
18
r'
Delivery of draft final report
0
P Manager
0
Client review QC. acceptance Approval and invoice
14
Client StafT
Field complementary survey
103
1 team
31
1
Building capacity and training on iob
Client Staff* Ofck & AfnGIS
staff
J
1
_____
delivery of final report
Activity that will lake place in the field In Ethiopia
Activity (hat will lake place in lhe office in Ethiopia
Activity that will take place in Ofek headquarters
Activity that should to bo done by the client
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RGRIRL photo
6. Chapter 3 - Organization and Staffing
Immediately  after the receiving the winning notice from the Ministry, Ofek  will assign a project manager and establish a dedicated project office, as  specified in sec  2.2.1 "Stage 1- Project Preparation". The project office will control several work teams as follows:
■       Management    team-    led    by    the    project    manager    and    includes    all    activity    leaders. Responsible    for    all    of    the    communication    with    client    starting    from    the    contract signing  and  until  the  final  delivery.  The  team  will  also  be  responsible  for  the  tasks  and staff   management,   local   coordination,   financial   and   legal   aspects   and   any   other   issue that   may   rise   during   the   project   commencement   period.   The   team   will   operate   both   in Ethiopia and in Israel.
■      Aerial   photography   flight   team-   led   by   the   chief   pilot   and   includes   the   rest   of   the flight    crew.    Responsible    for    the    execution    of    all    flight    activities.    The    team    will operate mainly in Ethiopia.
•        Ground   survey   team-   led   by   Daniel   Awgechew   the   Ethiopian   senior   surveyor   from MELDA      Engineering      Surveying      Pic      and      supervised     by      Ofek      chief      surveyor, Responsible   for   all   ground   survey   related   activities   such   as   Establishment   of   project control    network,    ground    control    and    completion    surveys.    This    team    leader    will    also serve    as    Ofek's    local    representative    in    Ethiopia    throughout    the    project    execution period. The team will operate in Ethiopia.
* Production team- led by  the hydro specialist team leader Dr. Lior Asaf (project manager) and includes  the cartography  and the GIS team leader Mohammed Nuru from Afri Geoinformation Engineering Pic  Responsible for the production of all the project deliverables  including , line maps  and GIS layers. The team will operate in both in Ethiopia and in Israel.
-   QA   team-   led   by   the   project   QA   manager.   Responsible   for   the   QA   aspect   of   the
activities.    This    team    inspects    all    of    the    project    activities,    and    employs    different
experts 
according
to
the
relev
ant
activ
ity.
The
team
wil
l
operate
in
Israe
l
and
Ethiopia.
Additional
information
regarding
the
diff
erent
proj
ect
tasks
and
staffin
g
is 
found
in
Form
Te
ch-5
Team Composition and Task Assignments. Chart- Project management organization
Topographic Survey in Lake Tana Sub-basin Floodplain Areas
Page 38 of 38kECH-5: Team Composition
■
and Task AssignmentsForm TECH-5: Team Composition and Task Assignments
Professional Staff
Name of Staff
Firm
Area of Expertise
Position Assigned
Task Assigned
Key Staff
Dr. Lior Asaf
Ecolog
Engineering Ltd.
(Consultant to
Ofek Aerial
Photography)
Hydrology and flood hazard assessment
Team Leader / Water resources engineer
Team leader, hydrology expert and hydrology works manager.
Yariv Casif
Ofek Aerial
Photography
Surveying,
geodesy. Photogrammetric
Chief Surveyor
Ground surveying, geodetic control, ground control
Daniel Awgechew
Melda Surveying
engineering
services
Surveying, geodesy works
Senior Surveyor
Ground surveying, geodetic control, ground control
Tesfaye Gyohanes
Melda Surveying
engineering
services
Surveying, geodesy works
Junior Surveyor
Ground surveying, geodetic control, ground control
Mohammed Nuru
Afri
Geoinformation
Engineering Pic.
GIS
GIS expert
GIS database establishment and
update
Additional Staff
Dynkin Michael
Ecolog
Engineering Ltd.
Hydrology and flood hazard
Special Consultant to Team
Leader '
Assisting the PM in all matters related to hydrology and hydrolog)
Form Tech-5
Page I o f-Ir
I1
fl
f
■■■■s
1
(Consultant to
Ofek Aerial
Photography)
assessment, GIS
works
Dr. Jad Jaroush
Ofek Aerial Photography
Ground
surveying, photogrammetry
Ground surveying expert consultant and QA manager
Support and advise the chief
surveyor.
Ran Kor
Ofek Aerial
Photography
Cartography, photogrammetric, mapping
Cartography and photogrammetric team leader
Leads the mapping production
activitiy
Am it Epstein
Ofek Aerial
Photography
GIS, field survey
Geographic Information Systems Expert
Advising the GIS expert re database establishment and update
Roberto S. Popowski
Ofek Aerial
Photography
QA and QC, Cartography, photogrammetric, mapping
QA manager
Project QA manager - responsible for QA and QC aspects, and approval of deliverables
Shachar Kaufman
Ofek Aerial
Photography
LiDAR,   Mapping, mobile mapping
LiDAR team leader
LiDAR acquisition and processing.
Roy Lannes
Ofek Aerial
Photography
Pilot, Navigator
Flight operation team leader, pilot, navigator
Responsible for flight operation planning and execution
1 Amos Hayoun
Ofek Aerial
Photography
Pilot, Navigator
pilot, navigator
Supporting Staff
Responsible execution of flights and sensor operation
Drivers
1 Melda Surveying engineering
services / Afri Geoinformation
Engineering Pic
Driving
Drivers
Driving survey teams and project
teams
1 Office personnel
Melda Surveying
engineering
Offices works
Secretary, Office assistance
Office assistance to project team
Form Tech-5
Page 2 of 4services / Afri
Geoinformation
Engineering Pic
Ground survey support
| team
Melda Surveying
engineering
services/Afri
Geoinformation
Engineering Pic
Field support
Field support to survey team
Field support to survey teamsTeam Organization
Form Tech-5
Page 4 of 4I
I
I
■
■ TECH-6-cv
■
zForm TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
1.  Proposed Position: Team Leader/Water Resources Expert
2.   Name of Firm: Ecolog Engineering Ltd. (Consultant to Ofek Aerial Photography)
3.   Name of Staff: Lior Asaf (Ph.D.)
4.   Date of Birth: 09.02.1968 Nationality: Israeli
5.   Education:
Name School/University
Study Period
From
Until
Degree / Diploma obtained
Arava institute for Environmental studies, Israel
Post Doc
2004
2007
The Hebrew University of
Jerusalem, Israel
Ph.D. Hydrology
2000
2004
The Hebrew University of
Jerusalem, Israel
1997
2000
M.Sc. Soil, Water and environmental Sciences
The Hebrew University of
Jerusalem, Israel
1993
1996
B.Sc. Geology
6.   Membership of Professional Associations:
AGU (American Geophysical Union), IGS (Israel Geological Society)
7. Other Training:
•     Watershed Modelling Using the HSPF Model, University of, Maryland, USA (80 hours).
•     Stream Corridor Management, U.S. Forest Service, Department of Agriculture and the Jewish National Fund (JNF), Rehovot, Israel (44 hours).
■ Hydrologic Modelling Using GIS and the Watershed Modelling System (WMS) Environmental Modelling Systems Inc., San Diego, California, U.S. (25 hours). ’
8.   Countries of Work Experience: Israel, USA, Haiti, Turkey, Ukraine Nigeria Ethiopia, Peru.
’s’n
9. Languages:
Language
Speech
Reading
Writing
English
Very Good
Very Good
Very Good
■
■
■
■
■
■
■
■
■
■
0
I
I
Hebrew
Very Good
Very Good
Very Good
10. Employment Record:
Company/
Organisation
Period
From
To
Position
Description of duties*
Ecolog Engineering Ltd
Rehovot, Israel
2011
Present
Senior
Hydrologist
Senior Hydro logist/p reject manager on a variety of international surface water and groundwater projects; heading interdisciplinary teams working to tight schedules, liaising with clients and regulatory 
agencies.
Planning and management of project s in the fields of Hydrology and Earth Sciences including Hydrology modeling and GIS applications for water resources development
Columbia University Centre for International Earth Science
Information Network (CIESIN). New York, USA
2010
2010
Associate Research Scientist (Hydrology)
Senior Research Scientist Designing strategies to restore ecosystems, reducing vulnerability to natural disasters and improving food security and livelihoods in south-west Haiti.
TAHAL Group
Tel Aviv, Israel
2007
2009
Senior
Consultant/ Project Manager
Senior Hydrologist/project manager on a variety of international surface water and groundwater projects; heading interdisciplinary teams working to tight schedules, liaising with
.^chents and regulatoryagencies.
Devising plans, policies and procedures  related to sustainable surface water management
Writing technical report and RFPs  for world bank and other international and national clients
THE ARAVA
Institute for Environmental studies, Israel
2004
2007
Research Coordinator
Lead scientist in the MERC transboundary Israeli-Palestinian stream restoration project Overseeing a broad interdisciplinary research team. Development of a catchment scale pollutant transport model
11. Detailed Tasks Assigned: Team leader/ water resources assessment
12. Work Undertaken that Best Illustrates Capability to Handle the Tasks 
Assigned:
assignment or
project
Year and
Location
Client
Main project features
Positions held and           j Activities performed
Assessment    of army          mine hazards      from floods     in     the Arava valley
10/2012- 08/2013 Israel
Ministry   of Defense, ISRAEL
Mapping of historic floods in the Arava valley using LIDAR survey and 1D/2D hydrological models (HEC-RAS and
TUFLOW)
Project Manager
■    Preparation of methodology, budget
and work plan.
■    Supervise GISand
Survey team
■ Hydrology analysis  1
■    Providing flood plain maps for historical
floods
■    Producing floods risk map by 2D modeling
Ashalim          site hydrological survey
3/2013- 9/2013
Israel
Bright
Source
Drainage design, river training, flood mapping for Thermo
Project Manager
■ Preparation of methodology, budget and
Tech-6 
p age 3 of 6c
I
/
tolar
tower station in
\shalim Israel.
work plan .
■ Hydrology analysis
■ Hydraulic estimation and j calculation for the design area's floods maps
;
Sorek Master ( plan, Jerusalem
I Israel
)1/13-
jresent
Sorek
Drainage
1 Authority/
City of
Jerusalem
Municipals
y
Multi-disciplinary drainage master plan for the upper Sorek
catchment
■ Flood protection. Flood              j Hazard mapping ____________1
Senior consulting ! Analysis including: |
■     Hydrology                      )
■     Drainage
Engineering                   I
■     Urban and Regional |
Planning
Haiti
I Regeneration 1 Initiative’ (Haiti)
UNDP
01/20100
9/2010
USA/
Haiti
Designing strategies to
restore ecosystems,
reducing vulnerability 
to natural disasters and
improving food security 
and livelihoods in
south-west Haiti.
Lead hydrologist
■     Hydrology analysis
■     Floods protection
■     Climatic and geo
special analyses
■     Establish monitoring
network for Port Piment
watershed
■     Field survey
■ GIS and hydrological
application
t
Ayclon          Park I Masterplan
09/2007-
11/2008
Yarkon
Drainage
Israel             Authority
Local
Municipals
y
Master plan for
Ayalon Park (about
800 ha) in Israel's 
Dan Region.
Project manger
■ Preparation of
methodology, budget work 1
plan and Supplementary 
field survey.
■ hydrological and
drainage analysis
■ Floods maps
| ■ GIS and land use analysis
Cenger        River,
1 Antalya
06/2008-
9/2008
Turkey
Tahal
Group
Surface water analysis 
and hydrological
feasibility checks for
the construction of a
hydroelectric project oi
the Cenger River,
Antalya
Senior hydrologist
■ Hydrological analysis 
i
Mekclle        Tow
10/2008 n -02/2009
Tahal                Estimation of natur;
1 replenishment an             d 1 Senior hydro-geologist
1Water         Supply Development
Project
Ethiopia
Group
calculation      of      water balances    in    the    local aquifer,           in        the framework        of        the Mekelle     Town     Water Supply          Development Project.
■       Calculation  of  water balances  in  the  local
aquifer.
■  Recharge   calculation   using CMB approach.
■ Hydrological analysis
■  Production  of  maps  and
reports.
Planning of drainage works for the towns of Karshi and Kubwa
01/2008 -08/2008 Nigeria
Tahal Group and Satellite
Towns Developme nt Agency, Abuja
Planning of drainage works  for the towns of Karshi and Kubwa,
Project hydrologist
■    hydrological    and drainage analysis
■  Design  storm  analysis  for sub watershade
■ Field survey
Surface water resources
evaluation      in Kramatorsk
09/2007-
01/2008
Ukraine
Tahal
Group
Assessment                  of surface                  water potential     for     domestic use in Kramatorsk
Project hydrologist
■ Hydrological analysis
■ Water quality analysis
■ Field survey
Ground    water and        Surface water  resources evaluation       in Lambayeque, northern Peru
09/2008 03/2009
Peru
Stratos
/Tahal
Group
Assessment of surface water and groundwater potential for agriculture use in Stratos ethanol
project area in
Lambayeque,
northern Peru
Project hydrologist
■ Hydrological analysis
■ Estimate recharge to groundwater    during    floods events
■ Water quality analysisMERC
10/2004
-08/2007
The
transboundary Israeli- Palestinian
ARAVA
Institute
for
stream
Environme
restoration
ntal
project
studies, Israel
A 3 year study between a joint Palestinian and Israeli research team monitored two of their major shared watersheds: the Zomar/Alexander and the Hebron/Besor basins. The project objective was to developed a joint stream restoration plans.
Coordinator scientist in the MERC transboundary Israeli-Palestinian stream restoration project
■  Overseeing a broad interdisciplinary research team
■Development of a catchment scale (600 km2) hydrological and pollutant transport model
■  Evaluate  of  the  cost effectiveness  of  different BMP’s, and strategies for streams restoration.
i:
I, the undersigned, certify  that to the best of my  knowledge and belief, this  CV correctly  describes  myself, my qualifications, and my experience. I understand that any  wilful misstatement described herein may  lead to my  disqualification or dismissal, if engaged.
Date: 12/08/2013 [Signature ofstaff member or authorized representative of the staff]
Full name of authorized representative:
Day/\ fonth/Year
Tech-6
Page 6 of 6D'Vwna Jiniyn a
THE HEBREW UNIVERSITY Authority for Research Students
□ * o n •) i n n
OF JERUSALEM
ii7nn-'TD 7n 7 niwtn
,,
TRANSLATION
The President, the Rector and the Senate
of the Hebrew University of Jerusalem
Hereby Confer Upon
Mr. Lior Asaf
The degree of Doctor of Philosophy
after his thesis-
enhanced Urbanization in the Costal Plain Area: Impact on the Quantity and Quality of Its Water Resources”
has been approved by the Faculty of Agricultural, Food and Environmental Quality Sciences and the Senate
Jerusalem
June 11th. 2006
President
Rector
y
DeaAV^^ Hz.
Prof. M. Magidor           Prof. H. D.            Prof. E. FeiiWnf
Rabinowitch
Vk                   *
91 904 oAwit x noip ,-ipnnn nfcwrrt idiw m .xido ■ uidth
Edmond J Salra Campus, Jerusalem 91904 Humanities/Social Scionces - Tol. 02-6584759 .6584 706 70 Q.ijpy D,..,n
Natural Sciences - Tol; 02-65841 77 .02 6506122 .550471 1 A -
0
Fax 972-2-5619872 .0j70
o-mml romlhOsav.on hu|i ac >1 tovagttsavion hu|l ac II. elKa©pob hup ac
0lQO7,
1CERTIFICATE OF COMPLETION
THIS CERTIFICATE IS PRESENTED TO: Lior Asaf IN RECOGNITION OF SUCCESSFUL COMPLETION OF
2.1 Continuing Education Units (CEUs) in
Hydrologic Modeling Using GIS and the Watershed Modeling System
*
PRESENTED BY ENVIRONMENTAL MODELING SYSTEMS INC.
DATE: November 15-17,2004
ems-i
Instructor:
'O 1C er<*c<“C
This is to certify that
Lior Asaf
Has attended and successfully completed the course on
Stream Corridor Management
May 31 - June 8, 2005
Charles A. Troendlc, Ph.D
Hydrologist
International Program Manager
U.S. Forest Service
Forest Hydrologist
U.S. Forest Service
Tzvika Avni. Ph.D
Forest Department, Director
k.k.l.Form TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
1.   Proposed Position: Geodetic Engineer- field operation supervisor
2.   Name of Firm: Ofek Aerial Photography
3.   Name of Staff: Yariv Casif
4.   Date of Birth: 12.09.1967 Nationality: Israeli
5.   Education:
Name School/University
Study Period
From
Until
Degree / Diploma obtained
“Technion”-Israel Institute of Technology, Haifa, Israel
1999
1999
Certified Surveyor, License
No. 954
“Technion”-Israel Institute of Technology, Haifa, Israel
1993
1997
B.Sc. in Geodetic
Engineering
---------------- ---------------- -]--
Language
6.         Membership in Professional Associations: Israeli Mapping Center authorized Surveyor.
7.         Other training: Geodesic professor at Ruppin Academic Center and at Ort Kfar Saba grad school.
8.         Countries of Work Experience: Israel, Ghana, Botswana, Jordan, Cyprus
9.          Languages: Indicate competence on a scale of 1-5 (1 - excellent, 5 - minimum)
-------------------------------------
Speech
1-------------------------------------
Reading
—  ■■*■11111111111J - ------------------
Writing
English
Very Good
Very Good
Very Good
Hebrew
Very Good
Very Good
Very Good
10. Professional experience:
Company /
Organisation
Period
From
To
Position
Description of duties*
Ofek Aerial
Photography-Israel
CTO
In charge of the companies technical products and
development.production manager, geodetic surveyor.
Trig Saptial
Information
2004
2012
Partner and Technical Director
In charge of the
company’s technical
operation.
Ofek Aerial
Photography-Israel
2000
2004
Manager of the Department of
Geographical Applications
In charge of the
company's technical
operation.
in DATAMAP
Geographical
Information Systems
1997
2000
Head of planning inspection department
and Photogrammetry department
Managed the company's
planning inspection
department. Planning of
infrastructure planning
and QC
Dotan &
Cooperman,
Certified Surveyors
Ltd.
1996
1997
Head of Cadastre Department, team
leader of land surveyors
Leading the cadastre department and
performing field surveys.                   '
11. Detailed Tasks Assigned: Chief Surveyor- responsible for all geodetic surveys and ground control operation.
12. List of projects associated with the advertised
Project
Dates of
preparation
(Start -
end)
Recipient/
Organization
Award
Brief project description
Responsibilities -
Duties
Northern
Ghana Aerial
Photography
06/2013-
ongoing
Ministry of
lands and
natural
resources,
Ghana
Aerial Photography of 17,000 sqkm
in northern Ghana, including LiDAR
survey of 4,000 sqkm at the Nasia
Nabogo valley for flood hazard
managing database
Technical Manager,
Chief Surveyor
Cyprus Flood
Hazard
Mapping
11/2012-
ongoing
Government
of Cyprus,
Water
department
Flood Hazard mapping of 19
locations in Cyprus, based on LiDAR
scanning and aerial photography
analyses.
Technical Manager,
Chief Surveyor
Palm Oil
mapping
2012-2012
PalmOIL lid
Mapping or areas for Palm Oil
plantation in Sierra Leon
Dead Sea
ponds
bathymetric
mapping
Project Manager,
Chief Surveyor
2012-2012
APC, jordan
bathymetric mapping of dead sea
ponds
Project manager.
Chief Surveyor
Bathymetric
mapping of
the Zambezi
2011-2011
TAHAL
Israel
bathymetric mapping of the Zambezi
River in Botswana
Technical Manager,
Chief Surveyor■
■
■
■
■
■
I
■
■
Project
Dates of
preparation
(Start -
end)
Recipient /
Organization
Award
Brief project description
Responsibilities -
Duties
River
Israel ports
mapping
2011-2011
Israel Ports
Company
Mapping of Israel's 3 main port for
the Israeli port authority
Technical Manager,
Chief Surveyor
Dead Sea
dikes
monitoring
2011-2011
APC Jordan
Monitoring of dikes in the Dead Sea
ponds using ground laser scanner
Technical Manager,
Chief Surveyor
Jerusalem
master
transportatio
n program
2010-2010
Jerusalem
Municipality
Mapping of routes and land use for
the preparation of the Jerusalem
master transportation program
Project manager.
Chief Surveyor
Ethiopia
project
2009-2009
TAHAL,
Israel
Aerial photography, Ground surveys
Jake shore leveling , photogrammetry
and orthophoto, Nile Irrigation
project of MOWR, Ethiopia
Technical Manager,
Chief Surveyor
Botswana
project
2008- 2009
TAHAL,
Israel
Aerial photography. Ground surveys
,road leveling, Bathymetry
photogrammetry and orthophoto
,Zambezi commercial farms project,
Kassane - Pandamatenga, Botswana
Technical Manager, Chief Surveyor            j
Highway-
Isracl
2008-2009
Israel Road
Authority
Foundation and infrastructure survey
in a 28 km of highway national road in Israel.
Technical Director and Chief Surveyor,
Chief Surveyor
fl
Angola
Project
2008-2008
TAHAL,
Israel
fl
Aerial photography, Ground surveys
photogrammetry and orthophoto,
EPAL water utilities construction
Luanda, Angola
Technical Manager,
Chief Surveyor
■
■
■
I
Limmnsol line
map
2008-2008
Line maps and Orthophoto of 35 km
road in Limassol, Cyprus.
Project manager. Chief Surveyor
G1S
department
establishment
Israel
2007-2007
Israel Road
Authority
Collection of spatial data in 5000 km of national roads for establishment of
GIS department, Israel
Professional director 1
and inspecting
surveyor
Lagos port
mapping,
Nigeria
2007-2007
DEPASA,
Nigeria
Mapping of Logos port, Nigcrin
Project manager,
surveyor
Dead Sea salt
accumulation
2007
APC Jordan
Monitoring salt accumulation on the
bottom of dead sea
Project manager.
Chief Surveyor
fl
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Page 3 of 4
fl
fl
flV
■
I
■
I
I
I
■
13. Certification:
I, the undersigned, certify  that to the best of my  knowledge and belief, this  CV correctly  describes  myself, my  qualifications, and my  experience. I understand that any  wilful misstatement described herein may  lead to my  disqualification or dismissal, if engaged.
Date: 19.08.13
Full name of authorized representative: Yariv Casif&$$*   ;VW W'^<
A ■■--Ax&*^
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n-; >-: ■State of Israel, Ministry of Construction and Housing
Survey of Israel
Geodesy, Mapping and Geographical Information
Surveyor License
Number 954
Given to Mr. Yariv Casif
License to act as Surveyor in the state of Israel in accordance to section 3 to the Surveying and Regulation Act.
Date June 15, 1999.
Director of the Survey of Israel________ Form TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
Daniel Awjechew
TelOfl •251-UM71254
c.m.n jwrdjn.Qrjhoo.com ordnjwi^tnullxrxn
Addlt Abate
Ethiopia
1
Proposed Position
General Manager/Owner/Chief Survey Engineer
2.
Name of Firm
MELDA Surveying Engineering services.
3.
Name of Staff
Daniel Awgechew
4.
Date of Birth: May 10,1977
Nationality: Ethiopian
5.   Education:
• BSc. Degree in Surveying and Drafting      Nazareth Technical College , 1999
6. Membership of Professional Associations: Ethiopian Surveying Professional Association (ESPA)
7.   Other Trainings:
•    Nazareth Technical College on new surveying instruments and techniques.
•    T.C.D.S.Co. (Transport Construction Design Share Company) Total Station (Leica Set2c Powerset) GPS and different surveying software’s.
’ andJ°o 4^ A?
Pn
PLC and SOKKIA Alexandria.
f Rad?n 'S GPS’ Spec,rum survey P°s‘ Processing prepared by Hagbes 
’a
. Useand operation of PR0MARK3 GPS and GNSS Solutions survey post processing soft ware by 
. Modern Sokkia Surveying Equipment (Total Station and GPS ) Demonstration and training hv Sokkia Co., Ltd JAPAN and Sokkia Co., Ltd SINGAPORE at EGYPT, CAIRO SEPTEMBER
. Modern Sokkia Surveying Equipment (Total Station and GPS) Demonstration and traininn k., Sokkia Co., Ltd JAPAN and Sokkia Co., Ltd SINGAPORE at SINGAPORE, JULY 2008 9
Seminars participated
■ SS ST prepa,',ion tee<i °" new M“cataal “Iiw «*.
■
Eg™""9'Pre<,UC' Ilemo"s"al10" and organized by Sokkia Co.. ltd
. AnSnuinagl aDpiostrreibutors meeting, demonstration and training organized by Sokkia Co ltd iadam
Lia
an, at
8.   Countries of Work Experience: Ethiopia and Djibuti 9.   Languages:
Language
Speaking
Reading
Writim
Amharic
Good
Good
Good
Tech-6
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10. Employment Record
Good
Good
Good
From
Employer Position held :
From
Employer Position held
From
Employer Position held
From Employer Position held :
From Employer Position held
From Employer position held
From Employer Position held
From Employer Position held
Mar 2009 till date
MELDA Surveying Engineering services.
General Manager/Owner/Chief Survey Engineer
Aug 2008-Mar 2009
ETDE Ethiopian Branch (French Company)
Manager of Surveying Department.
Sep 2007-to Dec 2008
Haabes Private limited Company
Manager of Surveying and construction laboratory Department
JnmMA intemattoJal Contractor (Head office in Dubai) in Djibouti. Professional survey engineer
Mar 2006-Jun 2007
United Consulting Engineers (UNICONE)
Professional survey engineer
Jan 2005-Mar 2007
MH Engineering Pic Consulting Engineers & Architects Professional survey engineer,
Jan 2001-Jan 2005
•           TCDSCo
•           Chief Survey Engineer
July 1999-Dec,2000
Addis Ababa Technical School
Instructor and head of surveying department
11. Detailed Tasks
Assigned
■ Carryout route identification survey
■ Conduct
verification
on survey
ground for the
different alternative routes
12. Work Undertaken that Best Illustrates Capability to Handle the
Tasks Assigned
o Name of assignment:
o GPS Surveying for 15 Towns Base map Verification Project
o GPS Surveying for Adwa-May teum -Awlio project
o GPS Surveying for Hadealga-Mechare road project
o GPS Surveying for Hadealga-Mechare road project
o Detailed topographic surveying for Detailed Engineering Design fo Drainage system In Adama Town.
■  Prepare  the  best  alternative option from engineering point of view
■ Perform flagging of PI points
■  Establish and select suitable location      for      primary      and secondary control point
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o GPS Surveying for Abomsa-Asteko road project
o Detailed topographic surveying for Detailed Engineering Design fc Diredawa Town Internal Roads Project.t.
o GPS Surveying, Detailed topographic surveying for Detailed Engineering Design, Tender Document preparation of Negele-Filtu Road Project.
o GPS Surveying, Detailed topographic surveying for Detailed Engineering Design, Tender Document preparation of Jimma-
Town Internal Road Project.
2 of 10■   Supervise  and  Assist  the  GPS team    for    the    establishment    of primary control points.
■     carry  out  traverse  survey  and establish       intermediate       control points   using   a   modem   state   art GPS equipment and
■      Carry     out     detailed     cross section            surveying            using electronic   total   Station   surveying equipment.
■    Conduct   structural   survey   for major drainage structures
■     Prepare   base   map   for   the purpose of detail design
■    Identify  list  of  properties  that will be affected by the road
■     Keep    list    of    properties    in relation        to        the        roadway centerline for future right of way
■    Produce  list  of  control  points with       there       reference       and
description
O GPS Surveying, Detailed topographic surveyincl_^r
Engineering Design and Construction of Dejen -Felege Bi
o GpVsun/eying, Detailed topographic surveying pave town section under South Region of ERA,
o GPS Surveying, Detailed topographic surveying Dilla town drainage project.
o GPS Surveying for Kaka-Chida road project.
o GPS Surveying for Segen-Soyama road project
o GPS Surveying, Detailed topographic surveying for Detailed Engineering Design, Tender Document preparation of Gerese-
Adoshebe Road Project.
.
,
■
Produce  list
of  control
points
Surveying and XYZ determination for Drill hole Collars for ASCOM
with
their
reference
and
Mining Ethiopia Concession in Assosa (Mining Surveying)
description
■  Prepare traverse report and level book
Prepare topographic surveying report
o GPS Surveying. Detailed topographic surveying for Detailed Engineering Design, Tender Document preparation of Genta- Bonke Road Project.
o GPS Surveying for Arbaminch-Kemba-Sawla Road Project Lot III. Otolo-Sawla
o GPS Surveying for Sawla- Kako Road Project
o GPS Surveying, Detailed topographic surveying for Detailed Engineering Design, Tender Document preparation and
Construction Supervision of Addis — Chancho - Gohatsion Road Overlay Project (=180 Km).
o GPS Surveying for Mehal Meda-Alem Ketema road project,
o GPS Surveying for Seru Shenen Wonz-Sheok hussien Road Project Contact:! Seru-Km 20.00
o GPS Surveying for Design and Construction of Dejen-Felege
birhan Road Project.
o GPS Surveying, Detailed topographic surveying, Trench line
o GPS Surveying for Quni-Berimo Road
o GPS Surveying, Detailed topographic surveying work for Dencha River Bridge project.
o GPS Surveying for Ketema nigus-Adibergera-Addiselam Road Project
o GPS Surveying for Ketema nigus-Dara Road Project.
o    GPS    Surveying    for    Myhanse-Adihameday    Road    Project,
o GPS Surveying, Detailed topographic surveying work for
Guma   River   Bridge,   Dear   Bure   River   Bridge   and   Giba   River   bridge projects.
o
o Detailed topographic surveying work for Ambo-Ejajai Railway project.
o GPS Surveying for Design and Construction of Buahit-Dilyibza Road Project Aposto.
o GPS Surveying for Motta-Gassay Road project
o GPS Surveying for Guguma- Hogisso-Hebanno-Bokore-Naqele
Road project
a
o Detailed topographic surveying work for Meta Gefersa -Wachile
rrooaadd pprroojjeect ct ooff OOrroommiiaa rrooaadds s AAuutthhoorriittv y
______» . .. . .
o GPS Surveying and Detailed topographic surveying work for Dry 
PPoorrtt pprroojjeect ct AAlloonngg AAddddiis s AAbbaabbaa--MMooyayallee CCoorrrriiddoorr
o GPS Surveying for Billa-Zangil-Gutien Road Project
° proj^^67109 f°r R°Ule l'L°t 4 °ire Dawa'Adigala Railway
o   GPS   Surveying   for   Daba   Meglebya   Kedijo   Ruoa   Alansha
BBoorruusi sillaasi siee RRooaadd pprroojjeect ct
9 ansha
Tech-6
o GPS Surveying for Weynamba Ayit Bawata Gimba Leoambn
3 of 10o GPS Surveying for Wuchale-Gishen Mariam Road Project
o GPS Surveying for Meki-Kella Road project
o GPS Surveying for Arbgebeya Juunction-Washera-Kone Road
o GPS Surveying for Gumer-Shindi-Tilili Road Project
o GPS Surveying for Garagoda-Seke-Durame road project
o GPS Surveying for Kogen-Zemute-Beke Road project
o Training on Surveying, Boundary surveying, Cadastral surveying, how to use Total station and GPS for Information Secunty Agency (INSA) and Ministry of Defense.
o
o GPS Surveying for Tetele-Erobre Road project
o GPS Surveying for Mehal Meda- Tesfu Mentir Road project
o Training on how to use Total station and GPS for Ethiopian Roads Authority.
o GPS Surveying, Detailed topographic surveying work for Dukem (Gogecha), Modjo and Awash River bridges.
o GPS Surveying, Detailed topographic surveying work for Geliila- Wajja-Ganda 10 road project of Oromia roads Authority,
o GPS Surveying for Imi-Wabeshebele Road project
o Ashedgodaa Wind Power Construction Project
o GPS Surveying for Filtu-Moyale road project (330 kms)
o GPS Surveying for Aposto-Wondo-Irbamoda Road Project, Contract 2: Irbamoda- Wadera.
o Topographic Surveying, GPS Surveying and GIS for Addis Ababa Bole International Airport project.
o GPS Surveying , Topographic Surveying work, training and coordinating overall surveying activities for Addis Ababa urban Electric rehabilitation project
o GPS Surveying for Rift valley irrigation project.
o GPS Surveying for Hargale-Afder -Bare-Yet road project (155 kms)
o GPS Surveying, Detailed topographic surveying work for Package 17 and 18 road projects of Addis Ababa City roads Authority.
I         o GPS Surveying for Diredawa-Djibouti railway project,
o
o Name of Finn: Melda Surveying Engineering Services 
o Year - 2009-to date
o Location : Difrent regions of Ethiopia
o Main Project future :Detailed Design and Tender Document preparation
o Position held: Location Survey Engineer and Senior Surveyor/Survey coordinator.
o Activities performed:
o Organizing and guiding the survey crew.
°
lh Tr°Ule
rechecking the previously located route into
I A' T a,'9nment- ^Paring the final data for design purpose
o Establishing Pnmery Controll Points
o Collecting topographic field data by using Total station
------- o Processing and editing the held data using Survevina software Name of assignment: Kogn^Zemute-Beke and MeklKela^Road projects 
Name of Firm: ETHIO Infra Engineering Pic 
Year-2010
Location : Oromi Region and SNNPR
Main Project future :Detal1ed Design and Tender Document
Projects
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-----------1 preparation
Position held: Location Survey Engineer and Senior Surveyor Activities performed:
i        o Organizing and guiding the survey crew.
o Locating the route and rechecklng the previously located route Into the better alignment. Preparing the final data for design purpose
o Establishing Primary Controll Points
o Collecting topographic field data by using Total station,
o Processing and editing the field data using Surveying software
Name of assignment: Kogne-Zemute-Beke and Mekl-Kela Road projects Name of Firm: ETHIO Infra Engineering Pic
Year-2010
Location : Oromi Region and SNNPR
Main Project future :Detailed Design and Tender Document preparation
Position held: Location Survey Engineer and Senior Surveyor Activities performed:
I
o Organizing and guiding the survey crew.
o Locating the route and rechecking the previously located route into the better alignment. Preparing the final data for design purpose
o Establishing Primery Controll Points
o Collecting topographic Field data by using Total station,
o Processing and editing the field data using Surveying software            ( Name of assignment: Modjo, Dukme and Awash Bridge projects
Name of Firm ETHIO Infra Engineering Pic
Year-2009
Location: Oromi Region
Client; ERA
I Main Project Futures .Detailed Design and Tender Document preparation Position held -.Senior surveyor
Activities performed:
o Organizing and guiding the survey crew.
o Selecting better crossing
o Establishing prmery control points, GPS
o Collecting topographic field data by using Total station
o Processing and editing the field data using Surveyinq software
o Preparing the final data for design purpose               9 SOnware
Name of assignment: Burayu-Hojadure Rural Road Project---------------------- Name of the Firm ETHIO Infra Engineering Pic
Year 2009
Location: Oromia Region Client: ORA
Main project features: Detailed Desiqn and
Preparation                                               9            na tender Document
m
|          Posision held: Location Survey Engineer and Senior Surveyor
|
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--------------- ---------------------------aneiiidiivc iuulco. vuuuuuw..
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images and GIS techniques have been employed extensively).
•
Base map was prepared using AutoCAD drafting
tools.
•
Prepared the land acquisition plan from the base
map and ground survey. Details on ground
Resettlement Action Plan was undertaken with the
social experts.
Name of assignment: Dredawa Dewele Road Junction-Biho Anod-Gogti- Quljeit Road Project and Tongo-Begi-Mugi Road project
Name of the firm: United Consulting Engineers
Year Mar 2006- Jun 2007
Location: Oromia Region
Client: ERA
Main   project   features:   Detailed   Design   and   tender   Document Preparation
Positions held: Sr. Surveyor
Activitiesperformed
Different Topographic activites,Route selection and participating
in the desigin works
Nam of Assignment Different Project
Name of the Firm ; INMMA International Contractor ( Head Office Dubai) Year From July 2007-August 2007
Location: Djibuti
Position Held: Senior Surveying Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Locatiion Survey
> Construction survey Work.
> Processing and editing the field data using Surveying software
• Using the survey topographic data, plotting the horizontal curve Alignments.
> Preparing the final data for design purpose
* Drawing files (dxf) to read in AUTOCAD.
______ * (x,y,z) coordinates of comma delimited CSV files Name of assignment: Different projects
Firm: MH Engineering
Year. January 2005- March 2006
Location: Diffrent Regions
Client: Different
Main project features: Buildings and Internal Road Positions held: Sr. Surveyor
Activities performed:
> Organizing and guiding the survey crew. > Locating the route
> Construction survey Work.
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6 of 10• (x.y.z) coordinates of comma delimited (i»v mes.
Name of assignment: Gohatsion-Degen Project (Abay river badge) Name of the Firm: TCDE
Year: Aug 2004 -Sep 2004
Location: Oromia Region
Client: ERA
Main project features: Surveying work
Positions held: Sr. Surveyor
Activities performed:
> Organizing and guiding the survey crew.
> Locating the route and rechecking the previously located route into the better alignment.
> Collecting topographic bridge profile field data by using Total
> Processing and editing the field data using Surveying software
• Using the survey topographic data, plotting the horizontal curve
Alignments.
> Preparing the final data for design purpose
• Drawing files (dxf) to read in AUTOCAD.
• (x.v.z) coordinates of comma delimited CSV files
station.
,
Name of assignment: Design revision of JIJIGA AIRPORT
Name of the Firm: TCDE
Year: May 2004 - Jun 2004
Location: Somalia Region
Client: Ethiopian AirPorts
Main project features: Surveying work
Position held: Chief Survey Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Collecting topographic field data by using Total station.
> Processing and editing the field data using Surveying software
• Using the survey topographic data, plotting the topographic map for the compound.
> Preparing the final data for design purpose
• Drawing files (dxf) to read In AUTOCAD.
• (x.y.z) coordinates of comma delimited CSV files
Name of assignment: Agena-Weret-YasinAwra-Chesa project
Name of the Firm: TCDE
Year. Nov 2003 - Jan 2004
Location: SNNPR
Client: SNNPR Roads Athority
Main   project   features:   Detailed   Design   and   Tender   Document Preparation
Position held: Chief Survey Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Locating the route
> Collecting topographic field data by using Total station
> Processing and editing the field data using Surveying software
* Using the survey topographic data, plotting the horizontal curve
Alignments.
> Preparing the final data for design purpose
* Drawing files (dxf) to read in AUTOCAD.
* (x.y.z) coordinates of comma delimited csv HI05
tomography project.6"' *°Wn "’,ernal •**>
Name of the Firm: TCDE
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Year: Mar 2003 - Jun 2003
Location: Dredawa
Client: Dredawa Roads athority
Main project features: : Detailed Design and Tender Document
Preparation
Position held: Survey Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Collecting topographic field data by using Total station.
> Processing and editing the field data using Surveying software
• Using the survey topographic data, plotting the horizontal curve Alignments.
> Preparing the final data for design purpose
• Drawing files (dxf) to read in AUTOCAD.
*     (x,y,z)     coordinates     of     comma     delimited     CSV     files Name of assignment: BELFA River bridge (LALIBELA), TEKEZE River bridge (AMHARA Region Zlquala wereda), BERGA (Awash) River bridge (AFAR  Region  Asieta  Zone),  BOHA  (Awash)  River  bridge  (AFAR RegionA fambo wereda)
Name of the Firm: TCDE
Year. Feb 2004 - Apr 2004
Location: Different regions
Client:
Main   project   features:   Detailed   Design   and   Tender   Document Preparation
Position held: Survey Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Selecting crossing.
> Establishing horizontal control points by using GPS.
* Collecting data using GPS in static mode to establish control
Points and inRTK mode to collect topographical data.
• Downloading and processing the survey data that is collected by GPS.
> Collecting cross-sectional topographic field data using Total station along the bridge crossing.
> Processing the field data using surveying software
> Preparing the final data for design purpose.
• Drawing files (dxf) to read in AUTOCAD.
• (x.y.z) coordinates of comma delimited CSV files.
Name of assignment: GOTERA-WELOSEFER Project.
Name of the Firm: TCDE
Year: Sep 2003- Nov 2003
Location: Addis Ababa
Client: ACRA
Main project features: Constraction Supervision
Positions held: Survey Engineer
Activities performed:
> Checking positions of the bench mark coordinates based on the design using Total station instrument.
> Checking the elevation of soil and hard (rock) excavation.
> Checking the elevation of roadbed, capping layer, base course and sub base layers.
> Checking the elevation and alignment of longitudinal and crossectional drainages.
> Checking the alignment of the road curves based on the geometrical I design using Total station instrument.
So//0> Checking the elevation and alignments of retaining walls and different structural works.
> Checking the elevation of asphalt layers.
> Checking the final alignments.
Name of assignment: Mota-Bahirdar project and Abeya bridge project Name of the Firm: TCDE
Year: Sep 2001 - Dec 2001 Location: Amhara Region Client: ERA
Main   project   features:   Detailed   Design   and   Tender   Document Preparation
Positions held: Survey Engineer
Activities performed:
> Establishing horizontal control points using GPS.
• Collecting data using GPS in static mode to establish control points and in RTK mode to collect topographical data.
> Collecting topographic field data using Total station
> Processing and editing the field data using surveying software
> Preparing the final data for design purpose.
• Drawing files (dxf) to read in ALTTOCAD.
* (x.y.z) coordinates of comma delimited CSV files Name of assignment:
>    Shishinda-Tepi-Mizan project
>   Akaki-Abasmuel project
Name of the Firm: TCDE
Yean Jan 2001-Feb 2002
Location: Different Regions
Client: ERA
Main   project   features:   Detailed   Design   and   Tender   Document Preparation
Position held: Survey Engineer
Activities performed:
> Organizing and guiding the survey crew.
> Locating the route
> Collecting topographic field data by using Total station
> Processing and editing the field data using Surveying software
• Using the survey topographic data, plotting the horizontal curve Alignments.
> Preparing the final data for design purpose
• Drawing files (dxf) to read in AUTOCAD. —* (x.y.z) coordinates of comma delimited CSV files
Name of assignment:
>    Mekele - Abiadi Project
>   Abala- Afdera Project
Name of the Firm: TCDE
Year: Jan 2001- Feb 2002
Location: Different Regions
Client: ERA
Main project features: Detailed Desiqn and
.
Preparation
Positions held: Survey Engineer Activities performed:
9 ana Tender Document
> Establishing and setting out a centerh .ino .
>Measuring crosectional data                    ® US °9 The°dolite ____>Runing level along the center lineI, the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications and my experience. I understand that my willful misstatement described herein may lead to my disqualification or dismissal if, engaged.
Daniel Awqechew, August 13, 2013.
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GRANTS TO
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DAC!!^OR OF scie^ce degree
IN TECHNICAL EDUCATION (DRAFTING A ND SURVEYING TECHNOLOG D
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a training course on ment
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Federal Democratic Republic of Ethiopia
Ministry of Education
This Certificate is awarded  to  Ato  Daniel Awgechew full participation  and  Successful completion  as a trainer of the 2 months In-service TVET Teachers Training Program in the Field of Surveying offered from July 21sl to September 20,h , 2003, in Addis Ababa, Ethiopia.
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Transport Construction Design Sb.Co.
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CERTIFICATE OF SERVICE
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Name _____________________
W-hlKD* +7                     ^VAfl 23 *7 1993
Date of Employment         January 1,2001
Job Title
•    From January 1,2001 - February 28,2003 as Surveying Engineer I
•    From March 1,2003 - December 7,2003 as Surveying Engineer II
. From December 8,2003 - January 24,2005 Surveying Engineer III on permant basis
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Department /Project Assigned Desien Department (DC M°1I -fiC 1675.00 / X7£ ftp 
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Last   Monthly   Gross   Salary   1675.00   (   One   Thousand   Six   Plundered   sevenv   Fiftv   ht-x WM-M* +7 TC 16 4>7 1997-------------------------------------------- S-rea sevenv riftv birr)
Date Terminated 
/*%0b7 f
Reason for Termination 
January 24,2005
IM-ATab TJM? on his own request
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Company Name:
Document No.:
Ctcdsco
TRANSPORT CONSTRUCTION DESIGN
SHARE COMPANY
OF/TCD/181
Revision
0
Document Title:
EXTERNAL LETTERS
Page I of 1
Ref. No.'-p >rr '*
Ann------------------- 2003 mr
Addis Ababa
7o Whom It May Concern
This is to certify that Mr. Daniel Awgee hew had worked In Transport construction Design Shore Company (TCDSCo) From January I, 2001 up to January 24, 2005 on permanent basis in the following positions:-
r
I
From January I, 2001 to February 28, 2003 As Surveying Engineer I
> From March J, 2003 to December 7, 2003 As Surveying Engineer II
z' From December 8, 2003 to January 24. 2005 As Surveying Engineer III Moreover he was assigned and carried out his duties in the following projects:
From March I. 2003 to January 24, 2005 as a Senior Surveying Engineer and Senior Surveyor at:-
✓  Gohatslon-Degen Asphalt road upgrading project (40 km) and Abay river bridge Project
Location: Amharo and Oromya Region
Client: ERA
Positions held: Senior Surveyor /Senior surveying Engineer / Agena-Weret-YasinAwra-Chesa road project (80km)
Localion: SNNPR
Client: SNNPR Roads Authority
Position held: Senior Surveyor /Senior surveying Engineer ✓  Hamus Mazoria- Dugda road project (75km)
Location: SNNPR
Client: SNNPR Roads Authority
Posilion held: Senior Surveyor /Senior surveying Engineer
©
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—jDocument No.:
“nuNSPORT CONSTRUCTION DESIGN
OF/TCD/181
VTC05C#
SHARE COMPANY
*
Revision:
0
Oocumenl Tlffe:
EXTERNAL LETTERS
Page No.:
Page 2 of I
Positions held: Senior Surveyor /Senior surveying Engineer
✓  Diredowo town infernal asphalt roods project. (21 km)
Location: Dredawa
Client: Dredawa Roods authority
Position held: Senior Surveyor /Senior surveying Engineer
✓  Mekele town internal asphalt roads project. |22km)
Location: Mekele
Client: Tigray Roads authority
Position held: Senior Surveyor /Senior surveying Engineer
Bridge projects
✓   BELFA River bridge (LALIBELA),
/ TEKE2E River bridge (AMHARA Region Ziquala wereda),
✓  BERGA (Awash) River bridge (AFAR Region Asieta Zone),
/ BOHA (Awash) River bridge (AFAR Region Afambo woreda)
Location: Different regions
Position held: Senior Surveyor /Senior surveying Engineer
Duties and responsibilities
•  Organize and guide the survey crew.
•  Carryout route identification survey
•  Conduct on ground verification survey for the different alternative routes
•  Prepare lhe best alternative option from engineering point of view
•  Perform flagging of PI points
•  Establish and select suitable location for primary and secondary control point
•  Supervise and Assist the GPS team for the establishment of primary control points
•  Corry out traverse survey and establish intermediate control points using Total Station
•  Carry 'out detailed cross section surveying using electronic total Station survevina equipment.
•  Conduct structural survey for major drainage structures
•  Prepare base map for the purpose of detail design
•  Identify list of properties that will be affected by the road
•  Keep list of properties in relation to the roadway centerline for future riaht of
■ Produce list of control points with their reference and description * * ay
■ Processing and editing lhe field data using Surveying soflware
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WM1L
$TCOSC«
Company Namo:
TRANSPORT CONSTRUCTION DESIGN
SHARE COMPANY
OF/TCD/181
Rcvtsirwr         t
Document Title.*
Page Nou
0
EXTERNAL LETTERS
Page 3 ofl
• Using the survey topographic data, plotting the horizontal curve Alignments.
• Preparing the final data for design purpose
•   Drawing files Io read in AUTOCAD.
•    Raw data and corrected data files in ASCII format
■ Prepare traverse report and level book
• Prepare topographic surveying report
Construction Supervision
✓ GOTERA-WELOSEFER road upgrading Project.
Location: Addis Ababa
Client: AACRA
Main project features: Construction Supervision
Positions held: Senior Surveyor /Senior surveying Engineer Duties and responsibilities
-
•   Checking  positions  of  the  bench  mark  coordinates  based  on  the  design  using  Total station instrument.
•  Checking the elevation of soil and hard (rock) excavation.
•  Checking lhe elevation of roadbed, capping layer, base course and sub base layers 
■ Checking the elevation and alignment of longitudinal and crossectional drainaqes
•  Checking the alignment of the rood curves based on the geometrical desian usino
Total station instrument.
y y
•    Checking  the  elevation  and  alignments  of  retaining  walls  and  different  structural works.
•  Checking the elevation of asphalt layers.
• Checking lhe final alignments.
From January 1, 200) to February 2S, 2003 as a Surveying Engineer and Senior Surveyor
/ Alberekete- mechora road upgrading project (98 km) Location: Amhora Region
Client: ERA
Positions held: Senior Surveyor /Senior surveying Engineer
/ Mola-Bahirdar road upgrading project (116 km) Localion: Amhara RegionCompany Name:
Document No,:
Gcosco
TRANSPORT CONSTRUCTION DESIGN
SHARE COMPANY
OF/TCD/181
Revision:
0
Document Tide:
EXTERNAL LETTERS
Page No.:
Page 4 of I
J Shishinda-Tepi-Mizon road upgrading project (85KMJ Location: SNNPR
Client: ERA
Position held: Senior Surveyor /Surveying Engineer
/ Design revision of JIJIGA AIRPORT
Location: Somali Region
Client: Ethiopian AirPorts Enterprise
Position held: Senior Surveyor /Surveying Engineer ✓ Akaki-Abasmuel Road project (21 km)
Location: Oromya region Client: ERA
•
; £
Position held: Senior Surveyor /Surveying Engineer
/ Mekele-Abiadi Road Upgrading Project/JOO km)
Location: Tigray Region
Client: ERA
Position held: Senior Surveyor /Surveying Engineer
/ Abolo- Afdera Rood Project (160km)
Location: Afar Region
Client: ERA
Position held: Senior Surveyor /Surveying Engineer
/ Fincho-Gida Ayano
/ Fincha-Gelila
/ Fincha-Hinde(Ebentu)
Rural Electrification High power transmission project (250km) Location: Oromya Region
Client: EEPCO
Position held: Senior Surveyor /Senior surveying Engineer Duties and responsibilities
■ Carryout route identification survey
• Conduct on ground verification survey for the different alternative routes
•  Perform flagging ot PI pointsCompany Name:
Documont No-
^TCOSC.
TRANSPORT construction design
SHARE COMPANY
OF/TCD/181
Revision:
0
Document Tille:
Page No:
EXTERNAL LETTERS
Page 5 of 1
•  Establish and select suitable location for primary and secondary control point
■ Establish GPS or primary control points.
■ Corry out traverse survey and establish intermediate control points using Total Station.
•  Carry out detailed cross section surveying using electronic total Station, surveying equipment.
■ Conduct structural survey for major drainage structures
■ Prepare base map for the purpose of detail design
•  Identify list of properties that will be affected by the road
■ Keep list of properties in relation to the roadway centerline for future right of way
•  Produce list of control points with their reference and description
•  Processing and editing the field data using Surveying software
■ Using the survey topographic data, plotting the horizontal curve Alignments.
□
• Preparing the final data for design purpose
•    Drawing files to read in AUTOCAD.
•    Raw data and corrected data files in ASCII format
**
Ouring his stay with the Company, he was involved in overall coordination of survey crew and different Surveying activities like Route Surveying (Route Selection) Establishment of Primary and secondary control points using high precision insirumentc
like GPS and Total Station, Topographic Surveying,
^rurnenrs
And he was diligent, sincere and has performed his duties very well with areat sense of
responsibilities.
u
His  monthly  gross  salary  was  1.675.00 ETB (One thousand six  hundred seventv  five
Ethiopian birr) and Income taxes  hove been deducted from his  salary  and dulv  noiri to
the Inland Revenue Authority.
He left the Company up on his own request. SX”™* 'Pr 'he ’e,VlCe h“ 'ende,ed °"d him luck in his
y pa,a 10MH ENGINEERING Pic- Consulting Engineers and Architects
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Tri 251 I tH.’M) fiCVBI, Ecc 251 1 62 77 6B, o mail imwl&bftilo@U4rc4»m.r>cLcl. PXlltox                    A.A, Ethiopia
August 6th 2007
Ref.MHE/_23£./07
TO WHOM IT MAY CONCERN
This is to certify that Mr. Daniel Awgechew has been working in our firm since January 01, 2005 to March 2,2006 as a Senior Surveying Engineer. During this period he was involved in different Surveying activities like Route Surveying (route selection), establisment of primary and secondary control points using  GPS and  Total Station  Instruments,  Topgraphic Surveying,  Construction  Surveying  (roads and buildings),  Road  design  and  so  on  .  All the surveying  works were carried  out using  high  precision instruments and the accuracy of the surveying works were within the permissible limits
Some of the projects he involved are the foilwing.
•    13 Univesity Capacity Building program projects in different places of Ethiopia
•    Topographic plan preparation of Stele park (for the reerectin of the Axum Obelisk) at Axum.
•     Oromia Cultural Center project at Addis Ababa for Adama Project Office.
•     Adama Youth Cenetr project al Adama for Adama City Administration.
•    Adawa High School project at Adawa.
•     Different regional office projects in Tigray (Tsegede, Adet neadcr, Adigrat and Mckcle)
•    Zefmesh Shopping mall complex project at Addis Ababa.
•      Topgraphic  plan  and  asbuilt  drawing  preparation  of  Shek  Hussen  Historical  Place  at  Bale.  And several oilier projects.
Mr. Daniel is hard working, intelegent, dedicated, sincere and has an extensive experience in his field of specialization and has perfomed his duties very weU with great sense of responsibilities
We also confirm that, income tax has been deducted from his salary and paid to the concerned authority He resigned from our office on his request and we wish him all the best in his future endeavour
Sincerely yours,
Tel. 633080/81
V.
'IUNITED CONSULTING ENGINEERS plc
PSj&’E.fr h'MM'i‘7 h.'EOCft
-vunc
Date  Ah^I*  OE |ek°T- Ref.No. uaj J 510! |oH
To Whom It May Concern
This  is  to certify  that Mr. Daniel Awgechew has  been working In our company  from March 06, 2006 up to July  20, 2007 as  a Senior Survey  Engineer. During this  period he was  Involved In different Surveying activities  like Route Surveying (Route Selection), Establishment of Primary  and secondary  control points  using high precision instruments like GPS and Total Station, Topographic Surveying and Road design.
The projects he involved are the following.
1.  As a Survey Coordinator for Dire Dawa - Dewelle Road Junction - BiyoAnod -
Gogd - Qoljeit Road Project
2.  As a Survey Coordinator forTongo - Begl - Mugi Road Project.
During  his  stay  with  the  Company,  he  was  diligent,  sincere  and  fully  responsible  on  the position we assigned him.
His  monthly  gross  salary  was  5000.00 ETB (Ave thousand Ethiopian birr) and Income taxes  have been deducted from his  salary  and duly  paid to the Inland Revenue Authority.
He left the Company by his own free will.
We  very  much  appreciate  for  the  service  he  has  rendered  and  wish  him  nnnw  i  .  .
future endeavor. With best regards,
n h m 9°od •tick in his
TI’SFAYr WORKT hj'
gf neaal manage?
Address:-Tel. 251-11 -6624507/187720                 Fax: 251-11-6622420 E-mail:
ADDIS ABABA, ETHIOPIA               unlcone@ethlonet.et
P.O.Box: 62229
♦ Transportation
* Waler Resources
*Bulldlng
< Environment
Construction ManagementCONSULTING
ENGINEERS
E-mail: coslnter@vsnl.c6m
ENGINEERING
ARCH
Webslto : www.coslnter.com
SERVICES       (INDIA) LIMITED
TECTS
PLANNERS
Fax : 91-11-6460409                 Grams : CONSENRS
Local  Office:  Bote  Kone  Kotema,  Kobole  -  S,  House  No.  245,  P.O.Box  2135,  Code  1110  Addis  Ababa Tel.: 251 11 661 2636 Fax: 251 11 662 M99, E-mail; coaelhfoplagothlonatet
22 July 2007
TO WHOM IT MAY CONCERN
Mr. Daniel E has  worked on Dire Dawa Dewelle Road Junction - Biyoanod - Gogti
-  Qoljeit  Project  as  Senior  Survey  Engineer  from  February  2006  to  November  2006  . During   this   period   he   was   involved   in   Route   Selection,   Primary   and   Secondary Traverse  of  the  alignment  using  GPS  and Total Station Instruments and Levelling  with Auto  Levels  and  establishment  of  control  stations  for  both  horizontal  and  vertical control.   The   survey   was   carried   out   using   highly   precision   Instruments   and   the accuracy of the survey was within the permissible limits.
Mr.  Daniel  Is  hard  working,  intelligent,  dedicated  and  sincere  and  has  performed  his duties very well in the above project.
I wish him all the best in all his future endeavors, ’x
\
Suresh Babu
Team Leader and Chief General Manager Consulting Engineering Services (India) Pvt. Ltd. In association with
UNICONE Pic, EthiopiaMA 14 Ti 1994
A^/ihtg)- IM-F
pt/fifn    qACdq    nn^t    h-t    iim     a©-i     Ta>    hrfis’A    1/1991 q.s»    hAh    30/1995    *».!”    n*    ?°i    wpuc      n.j’iAiA-    ??<i    ojj n    h^AK    /v    ml     hands’    1992    4.s’    hnh    wnhdP    1993    q.p ntjctjoif mint yiAin- run? nt/n+ n Md.t®.
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HAGBES PRIVATE LIMITED COMPANY
P.O.Box 1044 or 692 Addis Ababa, Ethiopia
June 11, 2009
Our Ref.: Hag/MA/ht/0108/09
th
TO WHOM IT MAY CONCERN
This is to certify that Ato Daniel Awgechew had been working in the company, as a Manager, Surveying Department from July 2nd 2007 up-to November 28  2008.
The incumbent was paid a gross monthly salary of Birr 5,500.00 /Five Thousand Five Hundred Birr/ at the time of his employment. His personal income tax  was duly  paid  to  the concerned government bureau.
He left the company on his own accord effective November 28th 2008.
We wish him all the best in his future endeavor.
Finance & Administration
Address
Seviia Building
Alnca Avenue
POBo* 1044/692
Addis Ababa »
Elh.oP'3
Phone
.251 ■ 11-6639191 - Head 0lh« ■ Fa. 251 11-G636653779 E.ma i haobesfi.ih.nn.i 11-1552233 -Allell Tera Brane* - Fa. 251-11-1551113 E-ma.i
11-1553225 • Samak Tera Branch - Fa. 251 11.1551012 E-ma I
' °"e:"
11. .655108 ■ Woilo Self Brane*
11.1552545 AbakOMnScrMc* Center. Fa> 251-11 1552249
6 ha9tX'isr@eih,onel el
«
H-4393380/4390195    -    Kauti    Sendee    Center    -    Fax    251-11-439    ho^3ksCs@ethionet    el
H. 1552176'579505 -vamana Serve
«5->3’9 E-mailhagbeaka@eth.cnetUNITED CONSULTING ENGINEERS plc
£7h'lflA'tT? A.^'/Cn
?+. r7A "7unc
Date Ref. No
To Whom It May Concern
This  is  to certify  that Mr. Daniel Awgechew has  been working in our company  from August 1/2008 up to March 31, 2009 as  a senior surveyor Engineer (survey  coordinator). During this period he was  involved in overall coordination of survey  crew and different surveying activities  like route surveying (Route selection), Establishment of primary  and secondary control points  using high precision instruments  like GPS and Total Station, Topographic Surveying, Road Design and all other related Jobs  of Addis  Ababa Roads  Authority  Package 17 and 18 road project.
The projects he Involved are the following.
• Package 17 comprises the study of six road projects namely:
1.   Rlwuha - Orma Garage - Black Hon Hospital
2.   Mexico squre - Hotel D'afrlc - Berbere Tera - Mierab Hotel -Autobus Tera
3.   Iran Embassy at RR - B/Gebriel Tele Square (Menaye Building - Sarbet Tele)
4.   Kazanchis - St. Gebriel Church (Fitber - Total Intersection - llrael Junction)
5.   Kolfe RR - Fetno Derash - Ambo Road and
6.   Paster - Mesalemia (Paster - St. Michael Church - Autobus Tera)
• Package 18 comprises the study of six road projects namely:
1.   Lot-1: Ararat Hotel - Kotebe College - Karalo, Civil Services Junction  Gurd
Shola/Summit Road
2.   Lot-2 Goro - Akaki
3.   Lot-3 Menilik Hospital - Janmeda - Kechenie - Enkulal Fabrica - St. Rufael -
RR
During  his  stay  with  the  company,  he  was  diligent,  sincere  and  has  performed  his  duties very well with great sense of responsibilities.
His monthly gross salary was 8,635.00 ETB (Eight thousand six hundred thirty five
birr)   and   Allowance   of   600.00   ETB   (Six   hundred   Ethiopian   birr)   Income   tXs   hfvo   h
deducted from his salary and duly paid to the Inland Revenue Authority.
He left the Company up on the completion of the project.
We very  much appreciate for the service he has  rendered and wish him
future endeavor.
With best regards,
r TESFAYEV.ORIGNEH GENERAL MANAGER
have been
9ood luck in his
Address:- Tel. 2S1-U-6624507 / 6630308
• Transportation • Water Resources
Fax 251-11-6622420
ADDIS ADABA, ETHIOPIA
• Building
unlconeQethionetet  . .
P o Box; 6222g
•
Environment
• Construction Managementc) eToe
' ETHIOPIAN BRANCH
MlAX .
: Kl-iV
► ETDE - Ethiopian Branch
Dammarol B u Idng
Eric Sub City • Kotclc 12 -3
FOBo 22730 coco 1030
AcjoZiLata, EIvou j
Tel *251 (Hi 64? 7637
Fn« *251 ITIG47 77M
N/REF:           ETDE LT-170
Subject:            Confirmation Letter Dear Sir/ Madam,
TO WHOM IT MAY CONCERN 08/06/09
This is to certify that Mr. Daniel Awgechaw was a subcontractor for ETDE (Ethiopian Branch) in the urban project as a Surveying Department Manager starting from 27/01/2009 up to
27/04/2009 earning a monthly contract fee of Birr 27,000.
•
During his service with our company Mr. Daniel proved to be diligent, loyal, trust worthy and friendly with his teams and supervisor as well. He left his job by his own free will and the income tax due by him has been deducted from his monthly salary and has been paid to the Inland Revenue department against official receipts.
We wish Mr. Daniel the best of luck in his future endeavor.
ETCH - EU'wpian Crancn
RujA'm.'n ElAOl’2CDS :8•fl rh> *£
Ji ‘K, A
• hch'fchf^ • ^b'T'T.h'T-F
NATIONAL ENGINEERS ENGINEERS • ARCHITECTS • ECONOMISTS
Date Ref. No.
18 March 2011 NE/1734/11
To Whom It May Concern
This  is  to certify  that Ato Daniel Awgechew was  employed In the Capacity  Building Project that was  financed by  European union and performed by  the JV constituted of Egis  BCEOM International, National Engineers  PLC and Bemared Krief for the purpose of preparing and conducting three sets  of trainings  in Surveying Technology  as  is  specifically  pertinent to the discipline of Highway Engineering.
The three courses  were successfully  conducted during the months  of July  and August 2010, in Addis  Ababa and Dire Dawa. The JV consultants  take this  opportunity  to express  their thanks and satisfaction for his performance in respect of these set of trainings.
Thank you.
Sincerely,
For National Engineers
(VtayuJ Kassa Haile General Manager
ma Ann I MW
Z. *1- *'•/ P. 0. Box 2605
fifth/ TEL 515 92 99, 516 66 30, 515 95 70, 615 33 30NAZARETH TECHNICAL COLLEGE
R O. Box 1888 
Tel.: (251-2) 110400 
Fax. (251-2) 110480
Nazarelh, ETHIOPIA
Ref. No. Date Scdy 2^
To Whom It May Concern
Subject: - Recommendation Letter
This recommendation letter is written upon request of Daniel Awgechew.
Ato Daniel Awgechew was a student in our department for the last four years. He has successfully completed his study and graduated with a B.Sc degree in drafting and surveying technology.
In his stay in the department, I found him to be passionate and whole hearted in his study. He did his senior project for graduation under the title of ‘Housing development, design and analysis
I would also like to make mention of his special ability and interest in computer-aided drawings and designs. I strongly recommend him for jobs related with architectural works, mechanical drawings, AutoCAD and surveying.
With regards
Zegeyc Cherenet
Head, Drafting & ihirveyingTechnology Department
In replying. Please quote out Re! NoV
ZfcCZ C-l' -J- ftCK- f' -
Ethiopian Airports Enterprise
p.e'
To Whom. It May Concern
This   is   notify   that   Mr.   Daniel   Awgchew   has   worked   as   a   freelance   surveyor from   April   2009   up   to   September   2009   with   a   total   amount   of   Birr   399,058.10 (Three   Hundred   Ninety   Nine   Thousand   Fifty   Eight   Birr   and   Ten   Cents)   including VAT    for    preparation    of    detailed    topographic    survey    of    Addis    Ababa    Bole International Airport.
During   the   contract   period   Mr.   Daniel   was   found   competent   and   committed to all the condition and terms he entered.
Finally Mr. Daniel has successfully submitted all the deliverables expected in 
the contract.
Regards,
Ayele Yirgu
//^Director, Airport Infrastructure
'                 Directorate
A
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TM/rd
•L’A/Tel. 251-11-6650400
^P.A/FninilBQle.a.D@ethionet.e_t
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^‘.'7.'hJP.O.Box90652 hil'l *
Addis Ababa, Ethiopia/)
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to Whom it may concern
We are glad in certifying that Mr. Daniel Awgechew Gebregiorgis has been working as computer instructor (AutoCAD) in Ethio computer center starting from Oct 10, 2000 to Dec 30, 2000 with a salary of 30 birr/hour.
During his stay in the organization we found him to be diligent, whole hearted, tireless, industrious and loyal in performing all duties he has been assigned for.
He left the organization upon his own request.
ADDIS ABABA, ETHIOPIA< '    . 
- < • u             \\‘-
NAZARETH TECHNICAL COLLEGE
R O. box
Tel: (251-2) 110400
Fax: (251-2) 110480
Nazareth, ETHIOPIA
Ref. No. T9&/7- Zoy/g/ Dale
'io Whom it M.>y loncern
It is to state that Daniel Awugichew ID. No. 
/ft 8
has    been    working    with    us    in    the    topographic    surveying    of    Nazareth    '
site of the GTZ
With
Zegeye Cherenet Head. Drafting & Technology Departrfie
project.
IX'partmcni of
Mw*. &
SuiiQisn
Getachew
Head, Surveying Technology Department
>
>
V
In replying. Please quote our Ret No.•fl rh. & ‘E A 7 4 A ?
• hCh-bh-f-T • KK'Ulff
NATIONAL ENGINEERS ENOINEEBS • ABCHITECTS • ECONOMISTS
Date Ref. No.
18 March 2011 NE/1734/11
To Whom It May Concern
This is to certify that Ato Daniel Awgechew was employed in the Capacity Building Project that was  financed by  European union and performed by  the JV constituted of Egis  BCEOM International, National Engineers  PLC and Bemared Krief for the purpose of preparing and conducting three sets  of trainings  in Surveying Technology  as  is  specifically  pertinent to the discipline of Highway Engineering.
The three courses  were successfully  conducted during the months  of July  and August 2010, in Addis  Ababa and Dire Dawa. The JV consultants  take this  opportunity  to express  their thanks and satisfaction for his performance in respect of these set of trainings.
Thank you.
Sincerely,
For National Engineers
Kassa Haile General Manager__________ Form TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
1.  Proposed Position: Junior Surveyor
2.   Name of Firm: MELDA Surveying Engineering services
3.   Name of Staff: Tesfaye G/Yohannes
4.   Date of Birth: March 7, 1977 Nationality: Ethiopian
5.   Education:
a.    M.Sc: Geodesy & Geometries Engineering, Adama University (GIS based Analysis of the location of collection bins for municipal solid waste Management system), July 2010
b.    B.Sc: (Surveying and Drafting), July 1999, Nazareth Technical College
c.    High School: Agaazi Comp. High school and Edagahamus Comp. High school
d.    Elementary School: Agoro Elementary School
6.   Membership of Professional Associations:
Ethiopian Surveying Professional Association (ESPA)
7.   Other Training:
a Certificate (Use and operation of Total Station), 3rd March - 7th March 2003. Hagbes Private Limited Company, Addis Ababa, Ethiopia
b Certificate (Operation of GPS, Spectrum Survey post processing, Planning processing Software and Total Station application ), January 24- February 08, 2005. Nazareth College of Technical Teachers Education, ADAMA, Ethiopia
Certificate (Surveying planning and Surveying Supervision), July 13 - August 13, 2006 General Wingate TVET college in collaboration with Ethio- Italian Cooperation Program, Addis Ababa, Ethiopia
d Certificate (Custom Clearing), July 23 - August 27, 2007. Ethiopian Custom Authority e Certificate (Curriculum guide Editor for Drafting Technology), FDRE, Ministry of
Educatio
8.   Countries of Work Experience: Ethiopia.9. LANGUAGES:
Language
Speaking
Reading
Writing
Amharic
Good
Good
Good
English
Good
Good
Good
10. EMPLOYMENT RECORD
From              :          July 2010 till date
Employer : MELDA Surveying Engineering services.
Position held :            Chief Survey Engineer
From              :           July 2009-July 2010
Employer : Nejib Aden Hassen General Contractor
Position held :            Chief Survey Engineer
From              5          January 2009- July 2009
Employer :                 Glopros Surveying & G1S Engineering
Position held :            Chief Survey Engineer
From
April 2007-July 2008
Employer                    SURVENET Engineering Position held ;             Survey engineer
From
:                 July 1999-June 2006
Employer                    General Wingate TVET college Department of Surveying Technology
Position held :
Instructor and Dean of Students
Form Tech-6
Page 2 of 711. Detailed Tasks Assigned
■ Junior Surveyor
■  Conduct  on  ground  verification  survey for the different alternative routes
■    Prepare   the   best   alternative   option from engineering point of view
■   Establish  and  select  suitable  location for   primary   and   secondary   control point
■  Supervise and Assist the GPS team for the   establishment   of   primary   control points.
■   carry out traverse survey and establish intermediate   control   points   using   a modem state art GPS equipment
■     Carry    out    detailed    cross    section surveying      using      electronic      total Station surveying equipment.
• Prepare base map for the purpose of detail design
■ Identify list of properties that will be affected by the road
2.Work Undertaken that Best Illustrates Capability 
to Handle the Tasks Assigned
Name of assignment:
-     GPS Surveying for different Town’s (Bekoji, Buee, Shone, Assosa, Begi, Mendi, Kosober) Base map for Cadastre Surveying project GPS Surveying for Asaita-Afambo- Djibouti road project
-     Detailed topographic surveying for Detailed Engineering Design and Construction of BELTA-GENTA BONKE Road Project Detailed topographic surveying for Detailed Engineering Design and Construction of GERESE — ADOSHEBAYE Road Project
Detailed topographic surveying, Trench line
■   Keep  list  of  properties  in  relation  to the  roadway  centreline  for  future  right of way
■ Produce list of control points with their reference and description
■  Produce list of control points with their reference and description
■ Prepare traverse report and level book
■ Prepare Topographic surveying report
Form Tech-6
Surveying and XYZ determination for Drill hole and Diamond Collars for ASCOM Mining Ethiopia in Assosa Regional state, Kurmuk
Name of Firm: Melda Surveying Engineering
Services
Year: 2010 to date
Location: Different Regions of Ethiopia
i  Client: ERA and SNNPRA
Activities performed:
-    Identifying and selecting positions for the primary controlling points
-    Establishing Primary Control Points
-  Collecting Topographic field data by using Total station.
-  Processing and editing the field data using I Surveying software
I - Check surveying for RC and Diamond collars
Page 3 of 7- Trench line surveying
- Location surveying
-  Stake out surveying
Name of assignment:
- GPS Surveying, Detailed topographic surveying for Detailed Engineering Design for Road map, check surveying for ERCOSPLAN Geotechnik und Bergbau
- Sanja — Masero- Dembe and Deabt - Deresge Amhara Rural Road Project
Name of Firm: Glopros Surveying and GIS
i
Engineering
Year: 2010 
Location: Afar Regional State, Dallol, Amhara Regional state and Addis Ababa
Activities performed:
- Primary & Secondary Control Point Survey and bench mark establishment
- Topographical survey of the Road map
-  Check survey for:
'
1Name of assignment:
camp   layout,   drill   holes,   weather   station,   one test scale evaporation pond
- Selecting the best route and rechecking the previously located route into the better alignment
- Training on GIS for Different Governmental and non Governmental officers
G1DAM1- ABONOKOMATIR-WEREBABO and NUNU - MEKANESA- KOYAN WEREBABU Rural Road Project
Name of Firm: DHM Engineering PLC I Year: 2011/2012----------------------------------------------------Location: Oromia Regional State, Kelem Welega Activities performed:
-   Locating the route and rechecking the previously located route
-   Preparing the final data for design purpose
-   Establishing Control Points
-  Collecting topographic field data using Total station.
-  Processing and editing the field data using Surveying software
Name of assignment:
GPS Surveying for Cadastre map of four towns (Ber- Ano, Togo-Wachale, Errer, Tuli)
Name of Firm: SouthWest Development PLC Year: November to December 2011
Location: Somali Regional State
Activities performed:
• Identifying and selecting positions for the primary controlling points
- Establishing Primary Control Points
- Processing and editing the field data using Surveying software
Name of assignment:
Detailed topographic surveying for Detailed Engineering Design for Road Project
Name of Firm: Ncjib Aden Hasscn General
Contractor
Year: 2009
Location: Somali Regional State
Activities performed:
- Primary & Secondary Control Point Survey and 
bench mark establishment
- Topographical survey of the Hargelr Road 
Project
—■---- Page 5 of 7 Form Tecn-o
-------------------------Topographical   survey   of   the   Building   setting   out in Fik, Kebridehar Jigjiga
Name of assignment:
- BELESA- KEBECHO- DOISHA and
KEBECHO-       HOMAGERA-BONESHA       Rural R rvorl
Road Project
-
- Surveying works for establishment of high tension electric cable supporting poles
Name   of   Firm:   SURVNET   ENGINEERING   PLS Year: 2007
Location:
- SNNP Regional State, Hosaina
- Harrar (Harrar- Fedis - Medega) and Welkite (Welkite-Nateran- Tepi)
Client: SNNPRA
Activities performed:
- Locating the route and rechecking the previously located route
- Preparing the final data for design purpose - Establishing Primary and secondary Control
Points
- Collecting topographic
station.
field da,a u«ing Total
- Processing and editing the field data using Surveying software
Form Tech-6
Pa ge 6 of?- Performing Traverse Surveying
- Locating the positions of the electric poles - Preparing and summarizing reports
Name of assignment:
Instructor and Dean of Students
Name of Firm: General Wingate TVET College Year: July 1999 to March 2006
Location: Addis Ababa
Activities performed:
Training Surveying principles
Total station operations
Application Software for Surveying - Global Positioning System (GPS) Survey 
Surveying Planning & Supervision works.
13.Certification:
1,  the  undersized,  certify  that  to  the  best  of  my  knowledge  and  belief,  this  CV  correctly  describes
me, my qualifications and my experience. I understand that my wilful herein may lead to my disqualification or dismissal if, engaged.
. °esc"°es
ment descnbed
Tesfaye G/Yohannes
Date: 13.08.13
Form Tech-6
Page 7 of 7■■■■■■■■■■■■■
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HEREBY
GRANTS TO
TESFAY GEBREYOHANNES HAGOS
BACHELOR OF SCIENCE DEGREE
IN TECHNICAL EDUCATION
(DRAFTING AND SURVEYING TECH NOLOG Y) WITH ALL HO NOURS ^PRIVILEGES AND OBLIGATIONS
PERTAINING THERETO,  AND IN WITNESS THEREOF HAS AUTHORIZED THE ISSUANCE OF THIS DIP LOMA DULY SIGNED AND SEALED.  ISSUED AT NAZARETH ON THIS TENTH DAY OF THE MONTH OF JULY IN THE YEAR NINETEEN HUNDRED AND
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THIS CERTIFICATE IS AWARDED TO
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and Surveying Supervision for 200 hrs organized'by
General   Wingate   TVET   College   In   collaboration   with   Ethio-ltallah* Cooperation Program from July 13 - August 13, 2006.
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SCHOOL OF ENGINEERING AND INFORMATION TECHNOLOGY ENROLLEMENT AND EXAMINATION OFFICE
STUDENTS GRADE REPORT
Student’s Name TESFAYE G/YOHANNES Major:       GEODESY
A/C Year: 2008/2009
Sex              M Program: Degree Year:            I Semester I
ID_NO GSR/069/01
Title of the course
Course ' Number
Grade
Credit
Hours
(Grade
Point
G PA
Godesy I Remote Sensing GISI
GGE 571 B+ 3 10 5
GGE 573 A 3 12
GGE 575 B 3 9
Probability and Statistics for Engineers             STAT 577       A             2            8
This Semester Total 11 39 5 3 59 Previous Semester Total 0 0 #Numl Cumulative Point 11 39 5 3 59
Academic Status Remark
Good Standing
Thursday Ao rd 30 2009ADAMA UNIVERSITY
SCHOOL OF ENGINEERING AND INFORMATION TECHNOLOGY ENROLLEMENT AND EXAMINATION OFFICE
STUDENTS GRADE REPORT
Student's Name TESFAYE G/YOHANNES Major          Geodesy & Geomatcis Engineering A/C Year 2008/2009
Sex                 M Program    MSc.
Year               1
Semester         II ID NO         GSR/069/01
Title of the course
Course
Number
Grade
Credit
Hours
Grade
Point
G.PA
Filed Practice /Project
GGE 678        P             0            0
Elective 1 Spatial Database Management Sys GGE 680         A             3           12
Digital Image Analysis Advanced GIS Geodesy II
GGE 676        A             3           12
GGE 674        A             3           12
GGE 672        A             3           12
This Semester Total                              12          48           4 00
Previous Semester Total                      11         39 5          3 59
Cumulative Point                                  23         87 5          3 80
Academic Status Good Standing
Remark
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The Federal Democratic Republic nf Ethiopia Ministry of Education
To Whom It May Concern
This is to certify that, Ato Tesfaye G/Yohannes has been engaged in the  edition  of  the  curriculum  guide  on  drafting  for  10  +  2  level  of  Middle Level Technical Vocational Training Programme In the year 2000/1.
He  has  also  made  improvements  and  amendments  based  on  the comments  given  by  major  employing  organizations  (stakeholders)  to  the best of his knowledge.
On behalf of the Department of TVET Curriculum Development, it Is my  pleasure  to  acknowledge  Ato  Tesfaye  G/Yohannes  for  his  editorial contributions  made  in  the  preparation  and  improvement  process  of  the curriculum guide.
Wishing him all the best we remain.
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TO WHOM IT MAY CONCERN
This IS to certify that Ato Tesfaye Gebereyohanes has been working in the position of Senior Surveyor for August 2002 todate.
His Major Tasks are:-
1         GCP Surveying
2 
Topography Surveying
3 
Level surveying
4 
Total Station Surveying
With Best Regard
DANIEL AWGECHSW
GENERAL MANAGER *
Daniel    Awegechew General ManagerNejib Aden Hassen General Contractor
Mob. 0913- 77 37 48
Offic 0251-12 27 92
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r~„„, „w ibjX I.IOIll I'l .IO NMVll IVUMHKAOyForm TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
Proposed Position:
GIS Expert
Name of Firm:
Afri Gcoinformation Engineering Pic
Name of Staff:
Mohammed Nuru
Date of Birth:
Sep. 5, 1968 G.C
Marital Status:
Married having one son and two daughters
Profession:
Senior GIS/IT Expert
Education:
2000/2001 G.C
1995-1999 G.C
1985-1988 G.C
Membership of Professional Association
Other Training
Jan 2005 - Feb 2005
Nov. 2005
Nov, 2002-Jnn. 2003
|996 (One Month) 1997 G.C
1989 G.C
Professional   Master   Degree   in   G1S   from   International   Institute   for Acrospucc Survey & earth science (ITC), the Netherlands,
Advance   Diploma   in   Civil   Engineering   from   Addis   Ababa   University Faculty of Technology
Bachelor  of  Science  Degree  in  Mathematics  from  Addis  Ababa  University Faculty of Science
GIS Society of Ethiopia
Ethiopian Civil Engineers Association
Training on Fcuture extraction software and Digital Photogrammetry  from GEOPLAN Ethiopia In Association with Ol'EK Aerial Photography, mapping and GIS, Israel
Programming with Visual Basic.Nel, ASP.Nel and ADO.Net
Database Management using SQL Server 2000
Certificate    in    Digital    Photogrammetry    from    GEOPLAN    Ethiopia    in Association with OFEK Aerial Photography, mapping and GIS. Israel
Certificate,  AutoCAD  Drawing  Tools  from  INFOTEC  Computer  Training Center
Certificate    in    Auto    Lisp    Programming    from    DELL    COMPUTERS CORPORATION
Training  in  dBase  IV  &  Basic  Programming  from  Ethiopia  Science  & Technology Commission
Tech 6
Horn*
IMgc I of H1990G.C
1997 G.C
1997/1998 G.C
1998G.C
1999 G.C
Training in Basic Programming from Ethiopia Science Commission
Technology
Training   in   SDR   Mapping   &   Design   road   software   from   SOKKIA- HAGBES
Training  in  using  GPS  (Global  Positioning  System)  and  Total  station (Sokkia) from SOKKIA-HAGBES
Training   in   Networking   (Windows   NT)   from   City   Business   Computer (CBC)
Training   in   STARDUST   road   design   software   from   City   Business Computer (CBC)
Computer Skill:                                  Rich Experience in GIS Software ArcGIS Arcinfo and Arc View and AutoCAD Drafting tool
Experience in ArcGIS extension tools such as Spatial Analyst, Image Analyst, Arc Hydro, Network analyst, etc
Experience   in   various   Remote   sensing   and   feature   extraction software
Website Design using Dream weaver, Dream weaver Ultradev (tools using ASP for creation of dynamically linked database) and Fireworks and ArcIMS (Database based Web design. Dynamic Maps Web design)
Experience in programming such as Visual Basic and Visual Basic. Net, Dbase IV, and Auto Lisp
Relational Database Design in Ms-Access and SQL
Rich experience in System Design
Experience  in  Installation  and  maintenance  of  different  software  in Networked computers
Experience  in  design  of  roads  &  Air  Fields  using  Modem  road Design software (SDR Mapping & Design and INROADS)
- Experience in operation of Modem Surveying Tools, GPS and Total Stations.
Country of Work Fxncrience
Ethiopia
Language
English Amharic
Speaking
Very Good Excellent
Reading
Excellent Excellent
Writing
Excellent Excellent
Employment
Record
Jan. 2005-to date G/MPLaCnager, GIS and Database Expert in Ar •               ' GC° inr»™>«ion Engineering Main duties
-
Assislant Team Leader for 20 Ye„ Road
Page 2 of 8
I'orm icch*6Study for Federal Network (ERA, Ethiopia) with KYONGDONG
Engineering Co.,Ltd, South Korea
Project Manager for 20 Years Road Network Master Plan Project for Oromia
GIS Expert and Design Engineer for maintenance needs assessment for Road Financing Project
As Senior GIS Expert in Preparation of Base Map for Bole International
Airport
As Senior GIS Expert and Trainer with EGIS-BCEOM to Provide training for
ERA, Regional Road Authorities, AACRA and Federal Transport offices 
Senior GIS and Database Expert in The National Transport master Plan
Study (NTMP) with COWI and GOPA
As  GIS  Expert  in  Impact  Assessment  study  on  Kombolcha-Gundwein  Road with WSP International UK
Technical Manger of the Base map preparation of Blue Nile Projects  on the side of local partner (Geoplan Ethiopia) for 6 months. Project areas  are Anger, Megech and Ribb (Blue Nile projects) and it is  feasibility  and design project for commercial farming. The assignment was  given to THAL and the base map preparation part is  sub contracted to TRIG Spatial Information Ltd and Geoplan Ethiopia
As Road Design Engineer and project coordinator for GONDWANA and
SABA Engineering Pic in three projects in Oromiya Region. The projects are
over 80km gravel roads of design standard DS5 and DS6.
As  Project Manager and GIS expert in Base map preparation project for Bamboo delineation in two zones  of Benshagul Gumuz  using satellite Imagery  and Aerial Survey. The client was  Land and Sea Ethiopia Pic  who has developed bamboo for paper factory.
As  GIS  expert  for  Woreda  Integrated  Development  Plan  (WIDP)  Study  with WSP International
Develop GIS based Woreda Integrated project in ArcGIS 9.1 and MS-Access for different lots  together with Different Companies. Prepare maps  for Basic Infrastructures such as schools, health, Water facilities, Roads etc
As Senior GIS and Database expert, Design Geodatabasc and Prepared Road Network Map for Tigray, Amhara and Oromiya Rural Road Authorities
Develop WEB maps
Develop ERA road Network in GIS and Performance Management and Monitoring System. The GIS system is developed using ArcGIS 9.1, ArcIMS
Form Tcch-6
Page 3 of 8Jan 2003-Oct. 2005
2001-to- Jan. 2003
for Web based Mapping, ArcSDE on SQL server for Database etc Part time Lecturer in Adama (Nazareth) University
Geoinformation system design
Designing and Developing Database for different companies
Consult problems on GIS matters
Prepare different maps using GIS software
Develop different application package using Visual Basic
Lecturer in Zega Business college and Yenegew Sew University College. The courses are computer science and IT such as
o -Database Management
o -Internet and Web Technology
o -Computer Mathematics
etc
Guest Lecturer in Adama University
teaching
o Advanced GIS
o Digital Cartography
As GIS expert and Road Design Engineer
Gondwana Consulting Engineers and Par timer in Panaf Consult
Main Duties
-    Design of Omo River- Ameya RR50 road project using modem design software (Inroads and SDR MAPPING & DESIGN)
-    Design Southern Region Road Network Database
-    Develop Southern Region GIS road network system
-    Design and Mapping of RTTP (Rural Road Transport Program) Pilot Woreda Studies in four Selected woredas in different regions of the country
-    Preparing Digital Maps
-    Preparing field format & Checking field data after Survey
-    Giving Training in GIS and Road Design Software
2000/2001            Student  at  International  Institute  for Aerospace Survey  and  Fnwi.  c  ■
(ITC, The Netherlands) Main Duties
■ S’eS.ITC
y and Earth Scie"«
M ’PPinS A“h<”^ “
1" •
Ethiopian Tourist information System on the Web ac •> Project for Professional Master. This is a Website
•
and
linked  fully  designed  database  and  dynamic  maosTnn  n  ?T,Cally (ArcIMS, is Environmental System Research Institute(ESRI) pronto
Form Tcch-6
Page 4 of 8present dynamic  Maps  on the Web. It is  Internet Map Server). The database is  designed by  MS-Access  and used for the Web dynamically  by  Using Dream Weaver Ultradev (It uses Java Script)
1999-to2001             Design Engineer & Senior programmer
Kcangnam Enterprise Modjo-Awash Arba Asphalt Road Project
Main Duties
As   Highway   Engineer,   design   &   review   of   Modjo-Awash   Arba   Asphalt project using SDR Mapping (GIS based) Design software
Preparing Quantity for payment
Preparing Design Profile & X-Sections
Preparing  Program  for  Traverse  adjustment  for  survey  and  Sieve  analysis  for material testing
1995 - to 1999 Design Engineer & Senior programmer
Transport    Construction    Design    Enterprise    (TCDE)    &    Par    timer    in    different Consultants
Main Duties
As  Cad Engineer, Design of Negele Air Field & Access  road using SDR Mapping (GIS Based) and Road Design software, having complete, and independent road design and surveying modules.
As Highway Engineer, Design Butajira Bojober RR50 Road Project
As Highway Engineer, Design Sululta-Chancho relocation Road Project
As Highway Engineer, Design part of Show Robit - Gewane RR50 Road
Project
Preparing Contours of the Bole International Air port
-       As Cad Engineer preparing Detail Drawings, Typical Sections & Drainage
structures of Various Projects using AutoCAD
-       Participating in the Network system study to computerize the office of Transport Construction Design Enterprise (TCDE)
-       Taking Network training to manage the network so as to share resources 
and software.
. As Senior Programmer, adapting my own quantity program to check the
earthwork quantity of the Addis Ababa Ring road project
As   office   Engineer   preparing   the   format   and   design   of   standard   bid documents and letters
Form Tcch-6
Page 5 of 81989-1995
Junior Programmer
t
Transport   Construction   Design   Enterprise   (TCDE)   &   Par   timer   in   different Consultants
Main Duties
-       Preparing  programs  used  for  earthwork  quantity  estimation  for  manual designing and conventional surveying
-      Preparing programs for calculating the Vertical and Horizontal geometry of a road having the necessary road data
-      Preparing  a  payroll  Program  to  computerize  the  financial  system  of  the Enterprise. It is a complete menu driven and simple program to use
-      Installation  and  customization  of  my  own  Quantity  and  Geometric  design program to SAVA Engineering Private limited Company and give training to the staffs with a guide manual
-      Installation  and  customization  of  my  own  Quantity  and  Geometric  design program  to  DANA  Consulting  Engineers  Private  limited  Company  and  give training to the staffs with a guide manual
-      Installation  and  customization  of  my  own  Quantity  and  Geometric  design engineering   program   to   Metafiria   Consulting   Engineers   Private   limited Company and give training to the staffs with a guide manual
-     Preparing a database system to manage and organize the employee’s personal information of TCDE
The following are some of the projects undertaken by the quantity program
1.   Indasclassie - Humcra
2.   Portion of the Addis Ababa Ring road
3.   Chida - Sodo
4.   Millc-Asseb
5.   Kolla - Robe Gcbcya
6.   Adigrat-Tckczc
7.   Azczo - Mctcma
8.   Chagni - Guangu
9.   Armaminch-Town
10. Shasemcne By pass
Detailed Task Assigned
•     Prepare project location map
•     Assist in the coordination of the project
•     Assist the team leader in survey planning
•     Collect data from different survey source
•     Prepare different maps as per the requirement
f-onn Tcch-6
Page 6 of 8Work  undertaken  that Best Illustrates Capability to Handle
the Task Assigned Name of the Assignment Year
Location
Client
Main Project features Position Held Activities Performed
Name of the Assignment
Year
Location
Client
Main Project features
Position Held Activities Performed
Oromia Road Network Development Study
2011/2012
Addis Ababa
ORA
It is to proposed 20 years road master plan for ORA
Project Manger and GIS expert
1.   Lead the project as project manager
2.   Lead the GIS and system development teams
3.   Identifying all existing data sources, maps and other valuable
documents for the study
4.   Prepare all the existing road network data
5.   Prepare maps and analysis outputs
6.   Prepare different reports
WIDP for different Woreda Studies throughout the country 
Together with WT Consult, Panaf and Afro Consult
2002-2009
In 6 regions of the country
ERA
It is a woreda Integrated development plans study for 5 and 10 years and an actual implementation plan for the first year
GIS and database expert
*1.
2.
3.
4.
Identifying  all  existing  data  sources,  maps  and  other  valuable documents for the Woredas regards to GIS
Scanning, digitizing and capturing all the features from existing maps and store in format suitable to ERA GIS, in ArcGIS or Shape file
Prepare different filed data collection forms
Give training on How to use handheld GPS to capture and download data on the field
5.
6.
7.
Preparing a database in Ms-Access to store field collected data for analysis
Incorporate all filed collected data to the prepared maps Design and prepare different maps useful for different analysis
Name of the Assignment
Year
Location
Client
Main Project features
Position Held Activities Performed
GIS for Ethiopian Road Network and Monitoring system for ERA
in CarlBro and Gondwana 2005/2006
Addis Ababa ERA
Performance Management and
It is to develop a National Road network maps and Database of Ethioni-
using the application of GIS
Senior GIS expert
1.  Identifying  all existing data sources, maps and other valuable documents for project
Hu
>ta
2.
Scanning, digitizing and capturing all the features from exi ‘
and store in ArcGIS 9.1
existing maps
3.
Participate in the Design of database in SQL2000
4.
Collect and organize road network data from the regions
5.
Integrate attribute data such as road condition, structures
condition,
Form Tech-6
Page 7 of 8Name of the Assignment
Year
Location
Client
Main Project features
Position Held Activities Performed
terrain classification, construction materials etc with the road network
6.   Design and prepare different maps
7.   Gave Training for different ERA staffs on the above tasks
8.   Assist ERA counterparts to takeover the GIS activities by themselves
Road  Network  Development  Study  for  Southern,  Amhara,  Tigray  regions and Supervision of the same for Oromiya
Together  with  different  consultants  and  as  Counterpart  expert  for  RRA  of Oromiya
2002/2006
Amhara, Southern, Oromiya and Tigray regions
RRA of Amhara, Southern, Oromiya and Tigray regions
It is to develop Regional Road network maps and Database using the application of GIS
Senior GIS expert
1.   Identifying all existing data sources, maps and other valuable documents for project
2.   Scanning, digitizing and capturing all the features from existing maps and store in ArcGIS 9.1
3.   Participate in the Design of database in Ms-Access
4.   Collect and organize road network data from the regions
5.   Integrate attribute data such as road condition, structures condition, terrain classification, construction materials etc with the road network
6.   Design and prepare different maps
7.   Gave Training for different RRA staffs on the above tasks
8.   Assist RRA counterparts to takeover the GIS activities by themselves
Certification:
I, the undersigned, certify that to the best of my knowledge and belief describe my qualification, my experience, and me.
’ nese data correctly
[Signature of SUTT member)
Full name
Full name
of staff member: Mohammed Nuru_
of authorizing representative: Mohammed Nuru?
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PROFESSIONAL MASTER DEGREE in
Geoinformation Science and Earth Observation
«•
Specialisation: * Geographic information Systems
1
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I Awarded to
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MOHAMMED NURU AI,EMU Hom in Nazcrtli (Ethiopia)
•Nationality: Ethiopian
'I
II : .•
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E^cJiede, Tlic Ncthcrlm^
C September 200 L
Chairman of the Programme Board
Rector 1TC~'
rXFIOMA H* ***
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■• > S J \.r/ ‘ rI
. Course Record
•Place and date bf birth
^Nationality •
Registration no.
Course followed
. •Pfpgramnie followed . :Specialisation followed
•Coursecode
•’Course duration
Period of'study
♦Awarded •
4
^Programme Module
Z Core Module
1 Core Module
4.‘Programme Module I, .5, Programme Module
'6,Programme Module
7. Programme Module
8. Specialisation Module
9/Sectfve Module
•IO. Efectfve'Module
11 /-Specialisation Module
-12,'SpeWsatlon Module
No. 00404-a
; Mr. Mohammed Num Alemu
? Bom In Nazerth (Ethiopia) on 5 September 1968
: Ethiopian
: 3447
': GeoInformation Science and Earth Observation
: Geoinformatics
. Geographic Information Systems
: GFM.3.
12 (twelve) Months
: 18 September 2000 - 6 September 2001
: Professional Master Degree Diploma No. 00404 ■
Subjects
Introduction to the GFM programme
»■
Principles   of   Geographic   Information   Systems
Principles of Remote Sensing
Principles of databases
Generation of framework data
Visualisation and dissemination of geospatial data .
.Integrated geolnformalion production
Database design
Internet  GIS:  a  guide  to  Intemet/Web  technology  an’d  Its  •
■
I
application In GIS
’
Enterprise GIS Geodatabase and Process Design -’GIS development and design
Application and development
•1
Grado/Mark
Completed 83 (eighty three) 73 (seventy three) 80 (eighty) 73 (seventy three) 77 (seventy-seven) 88   (eighty   eight)
*93   (ninety   three) 80X©lghty)
.80 (eighty) Completed
90 (ninety)
u.“
•■»
• .•
J3-“15?   Individual   Final   Assignment   (IFA)
TWefEWoplan tourist Information on the WES.
76 (seventy six)
r
• r
----------
r
»
Remarks:                                                                                        ~
A course InProgramming with Visual Basic was followed successfully
^ch-fnodple has a duration bf three weeks and a study load of 144 hours * One module Is equivalent to three credit points.
Course average: 80 (eighty)_________________________________________
Key 7          7
90- 100 Excellent 80-89 Very, good 70-79 Good
60    -    69    Poss 00-59 -Pali
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t
gnsdwde^The Netherlands; .6 September 20Q1. .
A.Br6wn*MXi ’
- - Programme director '
V;
?•ADDIS ABABA UNIVERSITY
?X>U . X(10 > UnCdt : 7-QX, :
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The  Senate  of  Addis  Ababa  University  by  virtue
of  the
powers   vested   in   it   by   the   Commission   for
Higher
frP’UCl- 3           7 « (If Amflb : /"A<n7 » aoivZ^
Education hereby grants to :
?A,C?A Q^AC
Mohammed Nuru Alemu THE DEGREE OF
Bachelor of Science
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President of the Unhwlty
with all Honours,  Privileges and Obligations pertaining thereto  and in witness thereof has authorized the issuance of this diploma  duly  signed and sealed.  Issued in Addis Ababa on this Fifteenth day of the Month of July in the
Nineteen-Hundred and Eighty Nine.
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Ik-nn. I’uculty of SdcncxhJ5.fi ! hflfi ! fckn Cfi.’fc »
ADDIS ABABA UNIVERSITY
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The .Senate of Addis Ababa University by virtue of the l p a o ti wo en rs sN vo e.1s1te5 d/19i9n3 ihtebreybythgeraCnotsutnoc:il of Ministers regu
Mohammed Nuru Alemu Advanced DIPLOMA
(in Civil Engineering)
with all honours, privileges and obligations pertaining thereto and in witness thereof has authorized the issuance of this diploma duly signed and sealed. Issued in Addis Ababa on this Ninth day of the month of July in the year Nineteen-Hundred and Ninety Nine.
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PraldaX of <ht Uibarity
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Dan, Faculty of TechnologyMicrosoft Microsoft Mi
This Certificate accredits that
Microsoft ' -         ■ o
MOHAMMED NURU
has successfully completed the
Microsoft Approved Course:
2373 - Programming with Microsoft Visual Basic .NET
As prescribed by Microsoft Corporation
Stove Ballmer, Preaident
M-icros4oft Certified Trainer
—INEOS-Y-S-PLC
B 2z°bruary 2005
as Microsoft Microsoft Microsoft Microsoft Microsoft Microsoft Microsoft Microsoft MicrosS'Ait Certificate i& Chuarded to
Mohamed Nuru
Upon compbetian of 6 dai^> training on the ivse and (Operation of RAEWAW ESGRS and SPECTRUM
SURVEY PVS7 PRVCESSJM? SOFTWARE Prepared bg SbagbcA ptc and So&fiia Meocandria.
-i o. n r|
August15^004
Nigiru Mulualem
Manager
Surveying Dept
I irii
fc’ 55 It J3
Jia* ii M CELLS ZI25J
General Manager
Operations
JGEOPLAN ETHIOPIA P.LC.
CERTIFICATE
This is to certify that Mr. MOHAMMED NURU Accomplished successfully the course
“Introduction to Photogrammetry based on AeroCAD software ”
Program Manager
Addis Ababa, 2002
GEOPLAN ETHIOPIA P.L.C
Tel. 251-1-634555 Fax 251-1-515381
E-niail: sei€ct@!eteccni net.etINFSTEC
Computer Training Center
ffler
fifirate of Completion
fa
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ms «,o csntfy
^obammeti JViku
has satisfactorily completed our training program (s) ~~~ cAutoC
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t0 ^August 11 1996
and has passed the examinations conducted by this center,
with grade.
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DELL COMPUTERS CORPORATION
ALTA COMPUTEC PVT. LTD. CO.
Certificate
I
I
This i» to certify that
___________ MOHAMMED NURU____________ has successfully completed a training course
in the following subjects.
Special Training on AutoCAD Rel. 13
ZLES CONSEILLERS
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GOPA
CONSULTANTS INC.
CERTIFICATE
EUROPEAJD/120594/D/5V/ET
9ACPET0II
l/rZlAy     Mohammed NuruHornCOW
I_______________________
has completed the training programme on Transport Modelling based on the Enune 3 software,
given by Mr Micliel Dupuis, representative of INRO and Transport Model Expert for COW1/GOPA consulting firms, from 11 December to 21 December2007at the Ministry of Transport and Communications under the project
National Transport Master Plan Study
Addis Ababa, 21 December2007 Die Participant-
INRO ivpresentati\ e
DXROS _ 3 xX T\/E       /X.
NCCCT INA EOHBULT F/T. LTD. CD. x<<
A-'?. L7< -'7 7—r+. r*?,T
Tcfc 251 011 65501 X/51880 <8
fix 251 011 6627215
P.aBoclOlB®
L-ru^J. LMiitLr*«.lL>uiu.'t.ci Web. nuu J Millions I UU>
(
Bole Mrrbhnukan Ana, Abynmia BaHmg
Ref. No. HMD/118/13 Dale July 03.2013
To Whom It May Concern
Hamda Engineering is  private limited company  working in the Area of Road, Railway Design and Supervision and Transport Studies  in Ethiopia. We have involved and successfully  completed a Joint Venture Project with Afri Geoinfomnation Engineering Pic for Consultancy  Service for 20 Years  Regional Road Network  Master Plan Study  for Oromla Region. The objectives of the project were:
•   To develop 20 years road network development plan oT the region,
•   To update and establish existing and future regional road network database
system,
•   Update and establish regional road network map
•   To establish rural road network ranking met hodology,
. To prepare Regional Envronmental Guidelines,
. To make maintenance need assessment on the existing and future roads 
expansion in lhe region and its vast Investment options.
And this is to certify lhat Mr. Mohammed Nuru was working as Project
9         nd
GIS/IT expert for lhe above mentioned project from Jan 2011 |o Aug 20j ^v™ ™ ° Mr. Mohammed was very dedicated and responsible professional and his
In   organizing   teams   and   creating   good   atmosphere   between   staffs   contri^r096"1*3"1 successful completion of lhe project In the scheduled period of lime U ed a tol for
wish Ijilm good luck in his future career. Than
Goneral ManagerCarl Bro <2>
Intelligent Solutions
To Whom It May Concern
This is a letter of recommendation  to  Mr.  Mohammed  Nuru  who  is working  with  me as GIS expert on  the project “Consultancy  Services for the Establishment of a Geographical Information  system (GIS) (of Ethiopian  Road  Network) and  a Performance management and  Monitoring  System (PMMS) for the Ethiopian  Roads Authority  (ERA)".  The project was awarded  to  Carl Bro  a|s,  Intelligent Solutions and  its local Associates Gondwana Engineering in Nov. 2004
As the senior GIS Expert on  the project,  1  have had  the pleasant opportunity  to  work  closely 
with Mr. Nuru for the last 12 months. 
7
Mr.  Nuru  has been  involving  in  the preparation  of the road  network  at all levels starting from data capturing  and  editing,  design  and  development of the Geographical database (ArcSDE).
Mr.   Nuru   has   written   course   materials   and   conducted   training   for   the   client   on   both beginner and advanced level. The client has expressed great satisfaction for these courses.
Mr.  Nuru  was  also  involved  in  the  procurement  and  installation  of  all  hardware  and  software in ERA.
Mr.  Nuru  is  currently  developing  the  ArcIMS  web  application  narnlUl
development of the PMMS in VB.Net and Asp.Nec. 
The technologies employed in the project are:
1.   ArcGIS 9.1 (Arcinfo and ArcView) for data production and
2.   ArcSDE and Ms SQL Sever 2000 for Geodatabase
3.   ArcIMS for the Web mapping solution
4.   VB.Net and ASP.Net
I sincerely appreciate Mr. Nuru's skills and professional attitude to 
P 4 1
to the design and
,
to   solve   a   given   task,   despite   any   challenge,   is   unmatched,   and   1   OwL   i   His    dcdication 
carrying this project through. On a personal level Mr. Nuru is and will be able to join any workplace. 
r grcac honour for nc °niphcated to work with
So  I  strongly  recommend  Mr.  Nuru  for  any  similar  position  in  the  field  of  GIS  and  k  u-
i
all the best in his career. 
Addis Ababa, 29 November 2005
ish him
< < >>
Su Pc Ed^un3^ameh7niS ExpertJ.WSP  Telephone: 011 6635616 Fax: OU 6637078 P.O.Box 12919, AbabjJthiopla
Date .June 30,2009
Ref: WSP-WIDP-147/08
To Whom It May Concern
Dear Sir/Madam,
RE: Testimonial - Mr. Mohammed Nuru
This  is  to certify  that Mr. Mohammed Nuru has  been working as  a GIS Specialist in the preparation of Woreda Integrated Development Programme's  (WIDP's) for six  woredas  in Amhara and Tigray  Regions  during the period November, 2006 to April, 2009. The WIDP Studies were conducted for Merhabete, Mecha, Tach Gayant and Wadla in Amhara Region and Hintala Wajlrat and Astegede Tsimbala In Tlgray Region.
The WIDP Studies were financed by Nordic Development Fund through the Ethiopian Roads Authority and Implemented by WSP International, Sweden, ORGUT Consulting AB, Sweden, Shebelle Consulting Engineers, Ethiopia and Haddis Consultant Ethiopia.
Mr. Nuru has been very hard working and shown dedication and great responsibilities and skills In conducting the GIS aspects, mapping and road-designs of the Studies. He is an excellent team worker with abilities to lead any Study Team. Because of this ability he was appointed Team Leader during the period May 2008 to April 2009.
I would not hesitate in any form to recommend Mr. Nuru for similar assignments or working with him in any project
Please ct undersigned for any further inquiries or Information concerning Mr. Nuru.
R    r Andersson,
Team Leader WIDP Studies,
WSP Intemallonal/ORGUT Consulting AB, SE-121 88 Stockholm-Globen
Sweden
Phone: +46(0)700469240 E-mail: rasonlustig@yalioo.seAW K.AA.7CC"XTf> X7K.WJ-T
Afri Geoinfoirmation Engineering
^.frf-.f7. 1HWZ • : T.-*
4/^'/^?A/U
^ No~ j>r7*-y
To whom it may Concern
Data
This  is  to certify  that Ato Mohammed Nuru has  been working in our company  as  Senior GIS Expert and serve the organization as  General Manager since July  2004. He has  been successfully  completed so many GIS projects  as  GIS expert, database designer and Coordinate Head Office and project team staffs  at various level. Some of the projects are
1.   Establishment of Geographic Information System for Ethiopian Roads Authority (ERA) and Performance Management and Monitoring System
2.   Preparation of Oromia Tourist Map
3.   Establishment of GIS and Development of 20 Years Road Network Plan for Amhara, Tigray and Southern Regions
4.   As Counter Part Consultant In the side of ORRA, for Establishment of GIS and Database for Oromia Rural Roads Authority
5.   Providing Training on various GIS, Road Network Analysis and Planning courses for Amhara, Tigray, Oromia and Southern Regions
6.   With BCEOM, consultant Provide training on GIS and Network Analysis for 7 staffs of ERA and 8 staffs from All regional roads authorities (Oromia, Tgray, Amhara, Southern, Gambella,
B.Gumuz, Somali and Afar)
7.   He had been working as Senior GIS expert In the National Transport Master Plan Study with COWI and GOPA international Consultant from 2006 to 2007 for Ministry of Transport and Communication
8.   He has been working as Senior GIS expert in so many Woreda Integrated Development Plan (WIDP) projects over 60 woredas including the pilot woredas with both national and International consultants. These are Panaf, Afro, WT and WSP International
9.   He participated in the development of Universal Rural Road Access Program (URRAP) with Ethiopian Roads Authority
10. He developed the Base map for Addis Ababa International Airport
11.  Currently he Is assisting the World Bank project Team As Senior GIS expertConsortium in charge of the Implementation of the Capacity Bn tiding Services Project, Rond Sector Development Program la Ethiopia
A
£e)egisbceom
International
Be mard* K ric C'Consu Itont s
Eq Is Bceom International Lead firm
Our Ref: 09-CBSP-328
Addis Ababa, 29 May 2009
TO WHOM IT MAY CONCERN
This  is  to certify  that Ato Mohammed Nuru has  been contracted by  the consortium of Egis- BCEOM, BKC and National Engineers  Capacity  Building Services  Project to deliver training on Core Road Networking Planning Model and the application of GIS for the module Asset Management II as part of the course on Transport Planning and Road Financing.
Ato Mohammed has delivered the training for trainees drawn from ERA, AACRA, Road Fund,
and Federal Road Transport Autghority In Addis Ababa on 12-13 February;, to Tigray, Afar,
__ Benishangul-Gumuz & Amhara RRAs in Bahir Dar-on 13-14 March and to Oromia, SNNP*
Gambella & Somali RRAs in Nazreth on 9-10 April 2009
We   would   like   to   certify   that   Ato   Mohammed   has   successfully   accomplished   his   assignment and has fulfilled much of the expectation of the Capacity Building Services Project.
Yours faithfully
(© egfci^onfT
I UIk Ere^gpigOI^
^Hlghway-EnglneerrTeam leader
------- ronsOruum Egis Bccom Inu-Bcmand KricfT Consulianls-N al tonal Engineers „ rrxhU Street (opposite CBE finfine building), PO. Box 2505-Addis Ababa-Ethiopia 03 Tel/Fax 0115527989-Moblle: 0911665511- Email: egisbceom@ethionet.el. lip (1.WI hA.j?
f ZEGHA BUSINESS COLLEGE
P.O.Box 56599, Addis Ababa. Ethiopia Tel+251-1-233211-13 Fax+251-1-225681 E-mail: zbc@tclecom.ne(.ei
December 14, 2005
I
To Whom It May Concern:
Ato  Mohammed  Nuru  was  an  academic  staff  of  our  College  on  full-time
bases   in   2003/2004   academic   year   In   Department   of   Applied   Computer
Science.   He   taught   computer   science   course   for   diploma   and   deoree
students of the College.
.
•
The   students'   evaluation   of   the   instructor   indicated   that   his   performance
was  very  good.  During  his  stay  in  our  College,  he  was  a  self-motivated  and
self-confident academic staff.
Therefore, we appreciate for any assistance you may extend to him.
a
Ia 02 - 110400 0 1888 Fax: 0251 - 2 -110480 e-mail:ntc@tclccom.netet 02- 110494
•UTC SUT/367/6/AUG.20Q6 RefNo
+7 August, 11 2006 Date
M"! gMTCA/t ADAMA UNIVERSITY
Nazareth, Ethiopia
To whom it may concern
This recommendation  letter is written  based  on  the request of Ato  Mohamed  NuniTHe’has been teaching  in Adama University Surveying Technology  department as a GIS expert with academic rank  Lecturer on  Part-time bases for one semester from 22/6/2006  -12/11/2006 academic year. While teaching in the department he has been teaching advanced course like.
1.  Digital Cartography and
2.   GIS II (Geographic Information System)
On  the top  of that he has been  working  as an  advisor for graduating  students doing  their final year project (Senior Project) on  the title "Application  of GIS on  selected  road network  of Adama City  On  the behalf of the department, I would  like to  justify  that he is punctual, cooperative, hardworking and enthusiastic.
A.K4A7 -liTC J&T+A-
In replying please quote our Ref. No.f+flW HA MV
Gondwana Engineering Private Limited Company
Tel 251 - 1 - 40 74 68 / 70
40 24 94
Fax 251 - 1 - 40 74 69
E-mail: gondwana@telecom.net.et
P.O.Box 23976/1000
Addis Ababa, Ethiopia
♦tc
R«f. No.
AUTHORIZATION TO SEEK CLIENT REFERENCE
To Whom It May Concern:
Dear Sir,
This is to confirm that Mr. Mohammed Nuru has been working in different nroiect. in 
our company starting from Jan. 2003.
•
p J6015 m
-    Currently he is working as senior GIS Expert in the Ethiopian Road Network Study and Develop a Web System Using ArcIMS.
-    Geoinformation system design of different projects
-    Design and develop database for Southern Road Network Study
-    Prepare different Maps using ArcGIS and other ArcView Software
Gondwana Engineering Pic.
Addis Ababa, Ethiopia
Tel.-407470
P.O.Box 23976/1000
>   Road Design & Supervision
> Laboratory Testing & Interpretation
>    Geotechnical Investigation
> Related Services in Civil Engineering & GeologyPAN AFRICAN CONSULTANTS Pic
Rvr.
Dale
Ethiopian Roads Authority
P. 0. Box 1770
Addis Ababa
Dear Sir,
By this we are confirming the professional services provided by Ato Mohamed Nuru on various projects In which PANAF Consult has participated.
Name of Employer              Pan African Consultants Pic
Name of Projects Ethiopian Rural Travel and Transport Program, Pilot Woreda Studies  for Woreda Integrated Development Program (WIDP), Package "B" for Awbarre Woreda- Somali Region, Bako Tibe Woreda-Oromia Region, Dulacha Woreda - Afar Region &. Yem Special Woreda - Southern Region from November 2001 - July 2003.
Name of Client:                   Ethiopian Roads Authority
5B. Our new address-TEL: 251-1-661806/665749/667489 FAX; 251-1-661671
P.O. BOX 13384 7FW
ADDIS ABABA . ETHIOPIAUMIC^NJG UNITED CONSULTING ENGINEERS plc
M&bX: MAA'fc'J‘7 MK’rCil
fi.
Date~Tx?r<^^er
Ref. No. tiMl\ASyv\o'^
TO WHOM IT MAY CONCERN
This is to certify that Mr. Mohammed Nuru had been working as GIS expert and  Database Designer in  the Southern  Regional Road  Network  Study  from Sep.  2001  to  Nov  30,  2002.  He developed  the regional road  network database in  MS-Access and  prepared  the digital maps by  Arcview and Arcinfo  GIS Software and  AutoCAD Drawing  tools.  He is responsible competent and sociable. We wish him good luck. 
’
Add<e«:- T.I. 624507/630763 F.x: 251-1-622420 tmrt:
Un c<)n
|     .® ,|._
tm
ADDIS ABABA, ETHIOPIA
t Transportation * Water Resource * Building * Environment
‘ *ttl P>
‘-----------------------
62229toft toll's ■>             +
TRANSPORT CONSTRUCTION DESIGN ENTERPRISE
3 1 JUL 200H
aaji Ana-------------------- 19 --------------
Addis Abtbt
To Whom It May Concern
This is to certify that Ato Mohammed Nuru has worked in our Enterprise from 1/11/89 to 09/08/99 on the following positions on permanent basis.
-    From 1/11/89 to 30/06/92 as Computer Programmer I
-    From 01/07/92 to 31/10/95 as Computer Programmer II
-    From 01/11/95 to 31/05/98 as Assistant to Contracting Officer
-    From 01/06/98 to 09/08/99 as Engineer IV
At last his salary was Birr 1,791.00 (One Thousand seven hundred nignty one)
per month and he left the Enterprise on 10/08/99.
7'
With regards
Mesele Bzuayehu
I
ad, Personnel Adm. and
Training Division
ft All
Tel. No.
________ TelexI
I
II
k
BLForm TECH-6: Curriculum Vitae (CV) for Proposed
Professional Staff
1. Proposed Position: Water Resources Engineer
2.    Name of Firm: Ecolog Engineering LTD
3.    Name of Staff: Dynkin Michael
4. Date of Birth: 09.03.1963 Nationality: Israeli
5. Education:
Study Period
Name School/Umversity
Degree / Diploma obtained
From
Until
University of Environmental Engineering Moscow State
Univ.- USSR
M.Sc. in Civil Engineering
1980
1985
6.   Membership of Professional Associations: Association of Engineers, Architects and Graduates in Technological Sciences in Israel
7.    Other Training: N/A
8.    Countries of Work Experience: Israel, Uganda, Gana, Nigeria, Argentina, Romania Peru, Panama, Dominican Respublic,Venezuela, Ecuador, Russia, China Ukraine’ Nigeria, Botswana, Bulgaria.
9. Languages:
Language
Speech
Read inc
Writinc
English
Very Good
Very Good
Very Good
Hebrew
Very Good
Very’ Good
Very Good
Spanish
Very Good
Very Good
Very Good
Russian
Very Good
Very Good
Very Good10. Employment Record:
Company/
Organisation
Period
From
To
Position
Description of duties
Ecolog 
Engineering 
LTD
2008
Present
Head of Water Resources
Department
•       <-i-5c>ci>birieni analy sis
Tahal
Consulting Engineers LTD
1993
2008
Project manager in hydraulic structures and 
drainage
department
drainage, flood control project manager
irrigation project manager reservoir project manager hydraulic structures project manager
drainage, flood control project manager irrigation project manager
reservoir project manager hydraulic structures project
uiajia^er
Souzcurort (Union Health Resort Design), Moscow
1985
1992
Design engineer
nver     training,     design     of     flood protection works
11. Detailed Tasks Assigned:
A.   Drainage team leader.
B.   Reservoir team leader.
C.   River training team leader.
D.   Risk assessment analysis team leader
12.Work Undertaken that Best Illustrates Capability to Handle the T „
* asks Assigned:
assignment or project
Drainage system, river training,flood mapping for thermo solar station in Ashalim Area
Year
and
Locatio 
n
2013
Israel
Client                   Main project features
Positions held and
Activities performed
Bright
Source
Energy
Dam Break Hazard Analysisand Two-
2012
Israel Railways
Hydraulic estimation and~~ caleulahon for design 
flood protection. Flood Hazard mapping.
Breach parameters estimation Page 2 o/7
Resign Engineer Hydrological and hydraulic calculation Project Managerdimensional flood modeling  for Eilat railway
Israel
Hydrological and hydraulic calculation
Dam Break Hazard Analysis and Two- dimensional flood modeling for Eshkol reservoir
2012
Israel
Risk Assessment Analysis Hydrograph of dam break Hydraulic model development for a flood mapping
Mekorot              Breach parameters estimation Risk Assessment Analysis Hydrograph of dam break Hydraulic model development for a flood mapping
Project Manager Hydrological and hydraulic calculation
Flood control of Takordi  to  Sekondi Railway Line
Choosing the location and size of wafer reservoirs for irrigation in Karamoja state
flood  control  and  river training of Desna river
Feasibility study and detailed design of a comprehensive project for an irrigation system
2012 Ghana
2011 Uganda
Am an di
LTD
Hydrology report
Hydraulic    calculation    of bridges and culverts
Design Engineer Hydrological and hydraulic calculation
Mekorot Yezum
Analysis   of   the   area   intended for the design of dams
2011 Ukraine
2004 Botswan a
Argentm a1999- 2000
Department of
Agriculture
Hydroestruct urns LTD
Hydrology calculation Flood mapping
Design of irrigation system
Design Engineer Hydrological and hydraulic calculation
Design Engineer Hydrological and hydraulic calculation
Senior irrigation Engineer
Rehabilitation of rivers
crossing the city of Posadas in the framework of the Second Provincial Development Program (PDPII). reduction.
Feasibility study and detailed design of a system for optimal usage of water in Rio Chilion basin. Responsible for
Study  of two  alternatives for
sanitation  in  the city  and 
design  of a sewerage system,
hydr    hvdmaul iiti!c*' ----------- ’
works, river
J“P0nslble for detailed design of flood control works for the city
channel
training works,
concrete canals, drops, and
special works energy
velocity reduction.
worksf°fr '       flow dissipation1
—  and
Department of Energy
Design of Jacaybamba dam, reservoirs and various hydraulic structures, and training of the Chilion river.
Responsible     for     design of hydraulic structures.
Page 3 of 4design of hydraulic structures.
Rehabilitation of the Hula Valley
Israel
KKL
Jews
National
Fond
Drainage canals, flood protection canals, water level control, irrigation network, and hydraulic structures.
Responsible for detailed design of flood control
River training: Jordan, Taninim, Gezer, Ayalon, Poleg, Shlosha, Ekron, Nachshon, Iephtachel, Machanaim, Bitachon, Chuah, Gonen, Perech, Kedech, Hamdal and Hulda rivers and streams
Responsible for detailed design of flood control
Israel
Drainage
Authority
Planning,    design    and    overall supervision of construction.
13. Certification:
I,   the undersigned, certify that to the best of my knowledge and belief thi« rv describes myself, my qualifications, and my experience I undeZmd 
Correctly
misstatement described herein may lead to rny disqudiSon ordtmSJf en^ged
a
Vi,ftl1
[Signature of staff member or authorized representative of the staff] Full name of authorized representative:
Date: 13/08/20 n
Day/Moruh/YearForm TECH-6: Curriculum Vitae (CV) for Proposed __________________Professional Staff
1.  Proposed Position: Expert Surveyor and Geodetic Surveying Consultant
2.   Name of Firm: Ofek Aerial Photography
3.   Name of Staff: Dr. Jad Jarroush
4.   Date of Birth: 02.10.1977 Nationality: Israeli
5. Education:
1 1
1 Name School/University
1 “Technion”- Israel Institute of Technology-Haifa; Israel
Study Pent From
)d
Until
-J]
2005
2009
Degree / Diploma obtained 1
Ph.D.
Technion-
Faculty of Civil and
Environmental                 Engineering, the Division of
Transportation       —       Mapping and Geo-Information
Engineering
1 “Technion”- Israel Institute of 1 Technology-Haifa; Israel
2001
2003
M.Sc.
Faculty of Civil
Engineering, the division of 1
Geodesy
1
| “Technion”- Israel Institute of 1 Technology-Haifa; Israel
1998
2001
B.Sc
Faculty of Civil
1
Engineering,     the     division     of     1 Transportation
| “Technion”- Israel Institute of I Technology-Haifa; Israel
1998
2001
B.Sc.
Faculty of Civil
Engineering,        Division        of Geodetic Engineering
1
6.   Membership of Professional Associations:
. Registered member of the Israeli Association of Engineers since 2007 n • N. 00115932).
• Registered member of the Israeli Association of Licensed Survpv 2006, (Licensed N. 1226)
uj,(License
yors Slnce April
Page 1 of 67.  Other Training: Real Estate judicial aspects courses in Architecture and Town Planning faculty at the Technion- Israel Institute of Technology.
8.   Countries  of  Work  Experience:  Israel,  Uganda,  Ethiopia,  South  Sudan,  Burkina Faso, Angola, Nigeria, Romania, Cyprus, Georgia, UK, Azerbaijan, USA, Costa Rica, Honduras.
9. Languages.
Language
Speech
Reading
Writing
English
Very Good
Very Good
Very Good
Hebrew
Very Good
Very Good
Very Good
Arabic
Very Good
Very Good
Very Good
10. Employment Record:
Company/
Organisation
Period
From
To
Position
Description of duties*
Ofek Aerial
Photography
2006
Present
Production manager and photogrammetric expert.
Responsible of the production of Ofek's photogrammetric, cartography, mapping, orthophoto and LiDAR works.
Leading Expert in the
field of
photogrammetric and cartography.
Projects Mananpr
Survey of Israel Institute-lsrael
2004
2006
Photogrammetric expert and 
mapping 
consultant.
Head of mapping and photogrammetric team. Projects Manager
“Technion” - Israel Institute of Technology
2002
Present
Lecturer (faculty)
The Zeibak and Sabbagh
Company
2001
2004 Pae
Geodetic Engineer and leading photogrammetrist
'e 2 of 6
Instructing and lecturing in the Civil & Environmental
Engineering Faculty, and in the division of -geodetic Engineering
Geodetic Engineering Research andL.T.D-Israel
development projects in GPS, Cadastre, Cadastre registration plans, databases, and computational
algorithms for computer - aided 
mapping. Development of two commercial software purchased by the Survey of Israel.
11. Detailed Tasks Assigned:
A. Team Leader and production manager.
B. Leading photogrammetrist.
C. LiDAR analyses expert.
D. Mapping expert
12.Work  Undertaken  that Best Illustrates Capability  to  Handle
Assigned:
the Tasks
assignmen
tor
project
Year
and
Locatio 
n
Client
Main project features
Positions held and 
Activities performed
Mapping of Israel Main Metropolit an Areas
3/2012- 9/2012 Israel
Survey of Israel
Production of orthophoto for a total area of 12,000 sqkm at a resolution of 12,5 cm and 25 cm.
Photogrammetric mapping at 1:2,500 scale.
Orthophot
3/2012-
6/2012
Israel
Production of orthophoto for a total area of 6,000
Production department managerand project
leader-
* Project management
•Acquisition of aerial photography
■Block solution using Ground control points and aero-tri angulation
■Orthophoto 
production
■Photogrammetric
"^PPing of large part °^e area in a scale
of 1:2,500
QA operation Produc,i°n department
Page 3 of6Israel
Govemmen t(MOD)
sqkm  at  a  resolution  of  10 cm.
Production of 4 directions oblique imagery of the area and presentation using the MultiVision system
1/2012- 11/2012 Israel
Local Municipalit
y
Photogrammetric Mapping at a 1:500 scale of 6,000 sqkm in south Israel.
1/2012-
9/2012
Uganda
Kampala municipalit
y
Provision of satellite imagery based orthophoto at 0.5 meter resolution and mapping of the urban area in a scale of 1:5,000.
manager    and    project
leader-
■ Acquisition of aerial photography
■ Block solution and Orthophoto 
production
■ MultiVision system
for oblique
photography.
■ QA operation
Production  department manager and  project leader-
■ Photogrammetric
solution
■ Photogrammetric
mapping
■ Project Editing
■ QA operation
Production  department manager and  project leader-
■ Satellite imagery acquisition and processing
■ Orthophoto production
■ Land use mapping.
■ Preparation of GIS layers.
I "QA operation
2011
Israel
Michael Elbert Engineering
Lidar scan at a 4 point per I meter density over a 220 
km long project area.
Digital color Orthophoto I
at a resolution of 25 cm.
DTM/DSM models with spatial and height accuracy better than 10 cm.
Topographic map at a
1:500 scale with the
contour lines density of
0.5 m.
Detailed       hydraulic       and environmental study of the
Production department manager and project leader-
■ Orthophoto production
■ LiD AR analyses and classification.
• 1:500 scale mapping
■ QA operationurban
development.
A GIS data base for the
rural
noise level analysis on the
perimeters highway.
of the said
2010- Orthophot | noil
Israel
1:500 mapping.
Engineering
&Surveying
Digital color orthophoto at resolution of 7.5 cm for
60 sqkm.
Detailed photogrammetry, land use and topographic mapping  for  the  above area at a scale of 1:500.
Production department manager
• photogrammetric solution
■ Photogrammetric mapping at 1:500 scale
Project Editing
• QA operation
Burkina Faso Rural
Developme   |   Fas0 nt Project
2009- 2010 Burkina
MCA- (Millemum Challenge Account) Burkina
Faso
Acquisition of satellite imagery, Orthophoto production and land use mapping of 47 districts
Mapping services
selected regions in Israel
2009-
2010
Israel
Israel Govemmen t- Ministry of Defense
Provision of aerial photography    and    mapping of the urban and rural
areas in a scale of V. 1,000
Production department manager
■ Satellite imagery acquisition and processing
■ Orthophoto production
■ Land use mapping. QA operation
Production department manager- Photogrammetnc
solution Photogrammetric
mapping at 1:1,000 scale
Project Editing
■ QA operation
2008- Mobile 2009 Mapping Israel Project
Navigation
Imagery collection and mapping services for GPS mobile mapping services
East Africa
2008-
2009
Giorgia
Acquisition of satellite imagery, orthophoto production, GIS data base
Page 5 of 6
Production department manager
Image collection Geo-Referencing, Image Interpretation
■ QA operation Mapping team leader-
■ Satellite imagery'(South 
Sudan) Mapping Project
South
Sudan
set up, Land use
classification and 
mapping.
GIS and mapping training
acquisition and 
processing
■ Orthophoto 
production
■ Land use mapping.
■ Mapping training
■ QA operation
Yarden river Basin LIDAR
scan
2008
Yarden 
region 
Hydrology council
Aerial LiDAR and scan at 2 point per meter and aerial photography for 250 square km.
Production of digital color orthophoto at a resolution of 25 cm for the same Production DTM/DSM and detailed Hydraulic and environmental study of the region and its effects on urban and rural
development.
Production             department manager-
LiDAR,     Orthophoto     and Mapping team leader-
■ Orthophoto 
production
■ LiDAR analyses and classification.
■ Production of DTM
and DSM/
Lake Tana Mapping
Project
2007-
2008
Ethiopia
Tahal
Consulting Engineers
Ltd.
Acquisition of satellite imagery for orthophoto production and land use mapping. Establishment of GIS data base.
Production        department manager -
■ Satellite imagery acquisition and 
processing
■ Orthophoto 
production
■ Land use mapping.
13. Certification:
1, the undersigned, certify  that to  the best of my  knowledge and  belief, this CV correctly  describes myself, my  qualifications, and  my  experience. I understand  that any  wilful misstatement described  herein  may  lead  to  my  disqualification  or dismissal, if engaged.
[Signature  of  staff  member  or  authorized  representative  of  the  staff] Full name of authorized representative: ___________________
Date:_______________
D ay/Month/YearForm TECH-6: Curriculum Vitae (CV) for Proposed Professional Staff
1. Proposed Position: Cartographer, Head of photogrammetric team
2.  Name of Firm: Ofek Aerial Photography
3.  Name of Staff: Ran Kor
4.  Date of Birth: 22.09.1968 Nationality: Israeli
5. Education:
Name School/University
Study Period
From
Until
Degree / Diploma obtained
Tel Aviv University, Israel
1999
2002
MSc. In Geography
Tel Aviv University, Israel
1990
1993
BSc. In Geography
6. Membership of Professional Associations: N/A 7.  Other  Training:  C,  C++,  OBJECT  ORIENTED
Institute of Technology-Haifa, Israel.
courses- “Technion”- Israel
8.
Countries  of  Work  Experience:  Israel,  Uganda,  Ethiopia,  South  Sudan  R„  i-
£ 
9. Languages:
R ™"" *** 
USA ct:
Company/
Organisation
Ofek Aerial
Photography
Position
Manager of Cartography      and Mapping Dept.
Page 1 of5
Description of duties*
Responsible of a|l p 1“rphy
■™£rammetr^rksBar
Technologies
Ltd
1993
1996
Geographic Data Interpretation 
Specialist.
GIS and  Mapping projects management. Q&A management
11. Detailed Tasks Assigned: Cartography and mapping expert team leader.
12.Work Undertaken that Best Illustrates Capability  to  Handle the Tasks
Assigned:
assignmen
tor
project
Year
and
Locatio
n
Client                  Main project features
Positions held and
Activities performed 1
Northern
Ghana
Aerial
Photograph
y
06/2013-
ongoing
Ministry of
lands and 
natural
resources,
Ghana
Aerial Photography of
17,000 sqkm in northern 
Ghana, including LiDAR
survey of4,000 sqkm at the
NasiaNabogo valley for
flood hazard managing 
database
Technical Manager, Chief 1
Surveyor
Cyprus
Flood
Hazard
Mapping
11/2012-
ongoing
Government
of Cyprus,
Water
department
Flood Hazard mapping of 19 
locations in Cyprus, based 
on LiDAR scanning and 
aerial photography analyses.
Technical Manager, Chief 1 
Surveyor
Mapping 
of Israel
Main
Mctropolit an Areas
3/2012- 9/2012
Israel
Survey of
Israel
Production of orthophoto 
for a total area of 12,000 
sqkm at a resolution of
Orthophoto production 
team leader-
12.5 cm and 25 cm.                       ■ Acquisition of aerial
Photogrammetric mapping
photography
i at 1:2,500 scale.                             ■ Block solution using 
Ground control points
and aero-triangulation
■ Orthophoto 
production
■ Photogrammetric
mapping of large part
of the area in a scale
of 1:2,500
Orthophot o           and Oblique
aerial
photograp 
hy 
(MultiVisi
3/2012- 6/2012
Israel
Israel
Govemmen 
t(MOD)
1 Production of orthophoto 
for a total area of 6,000 
sqkm at a resolution of 10 
cm.
1 Production of 4 directions
oblique imagery of the
area and presentation 
| using the MultiVision
Orthophoto 
MultiVision production 
team leader
acquisition of aerial
photography
and
■ Block solution using
J____  ound control points
Gron) of East
Israel
system
and aero-triangulation 1
• Orthophoto 
production
■ Processing and display 1 of the oblique imagery 1 using the MultiVision 
system.
1:500 
I mapping I in South 
I Israel
1/2012- 11/2012 Israel
Local Municipalit
y
Photogrammetric Mapping at a 1:500 scale of 6,000 sqkm in south Israel.
Mapping team leader-
■ Photogrammetric
solution
■ Photogrammetric
mapping
■ Project Editing
Photogra
inmetric mapping 
of
Kampala 1 Uganda
1/2012-
9/2012
Uganda
Kampala municipalit
y
Provision of satellite imagery based orthophoto at 0.5 meter resolution and mapping of the urban area in a scale of 1:5,000.
Mapping team leader-
■ Satellite imagery acquisition and 
processing
■ Orthophoto 
production
■ Land use mapping.
I Highway 90 LiDAR
1 based 
I mapping
2011
Israel
Michael
Elbert Engineering
Lidar  scan  at  a  4  point  per meter   density   over   a   220 km      long      project      area. Digital     color     Orthophoto at   a   resolution   of   25   cm. DTM/DSM     models     with spatial  and  height  accuracy better than 10 cm. Topographic map at a
1:500 scale with the
contour lines density of
0.5 m.
Detailed hydraulic and environmental study of the region and its affects on urban            and            rural development.
A   GIS   data   base   for   the noise  level  analysis  on  the perimeters     of     the     said highway.
LiDAR,    Orthophoto    and    | Mapping team leader-
■ Orthophoto 
production
■ LiDAR analyses and classification.
■ 1:500 scale mapping
Orthophot o           and 1:500 
I mapping.
2010-
2011
Israel
Hazav Engineering &Surveyin 
Ltd.
Digital color orthophoto at
a resolution of 7.5 cm for
’ 60 sqkm.
Detailed      photogrammetry, land use and topographic
Ma PPing team leader-
■ Photogrammetric
solution
■ Photogrammetricma
are
pping for the above
a at a scale of 1:500.
■
mapping at 1:500 
scale
Project Editing  1
Burkina
Faso Rural Developme p. nt Project
20
°'          h
9
10 irkina     ( iso
4ca_
Millenium Challenge Account)
Burkina
Faso
xjui sit ion of satellite N lagery, Orthophoto  . oduction  and  land  use
apping of 47 districts
apping team leader- Satellite imagery 
acquisition and 
processing
Orthophoto 
production
■ Land use mapping.
1 2 
I Mapping I services
1 for
1 selected I regions in 1 Israel
009-
.010
srael
ii                f Israel
Govemmen J
t- Ministry of Defense
’revision of aerial                       f holography and mapping 
>f the urban and rural ireas in a scale of 1:1,000
dapping team leader-
■ Photogrammetric
solution
■ Photogrammetric mapping at 1:1,000 
scale
■ Project Editing
1 Mobile
1 Mapping I Project
2008-
2009
Israel
IGO
Navigation
Imagery collection and mapping services for GPS mobile mapping services
■ Image collection
■ Geo-Referencing,
■ Image Interpretation
1 East
I Africa
I (South 
I Sudan)
1 Mapping 1 Project
1 2008- 2009
1 South Sudan
Giorgia
LTD
Acquisition of satellite imagery, orthophoto production, GIS data base set up, Land use classification and 
mapping.
GIS and mapping training
Mapping team leader-
■ Satellite imagery 
acquisition and 
processing
■ Orthophoto 
production
■ Land use mapping.
• Mapping training
I Yarden 
] river Basil I LIDAR
I scan
2008
i1
farden region Hydrology council
L
1 Aerial LiDAR and scan at 1 2 point per meter and 
aerial photography for 250 square km.
Production of digital color orthophoto at a resolution of 25 cm for the same Production DTM/DSM and detailed Hydraulic an environmental study of th region and its effects on urban and rural
development.
LiDAR, Orthophoto and 1 Mapping team leader- 1
■ Orthophoto 
production
■ LiDAR analyses and classification.
.   ■   Production   of   DTM and DSM/
e
| LakeTi
ina 1 2007-
Tahal
Acquisition of satellite
Mapping team leader-Mapping Project
2008 Ethiopia
Consulting Engineers
Ltd.
imagery for orthophoto production and land use mapping. Establishment of GIS data base.
• Satellite imagery acquisition and 
processing
■ Orthophoto 
production
■ Land use mapping.
13. Certification:
I, the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications, and my experience. I understand that any wilful misstatement described herein may lead to my disqualification or dismissal, if engaged.
Signature:
Date: 13.08.13
Full name of authorized representative: Ran KorI
Form TECH-6: Curriculum Vitae (CV) for Proposed
Professional Staff
1. Proposed Position: Geographic Information Systems Expert
2.   Name of Firm: Ofek Aerial Photography
3.   Name of Staff: Amit Epstein
4.   Date of Birth: 08.03.1971 Nationality: Israeli
5.   Education:
Name Scliool/University
Study Period
From
Until
Degree / Diploma obtained 1
“Technion”- Israel Institute of Technology-Haifa; Israel
MSc. in Urban and Zonal                   ;
2002
2007
Planning 
J
The Hebrew University of Jerusalem, Israel
1997
2000
B.A. in Geography and
Sociology
6. Membership of Professional Associations: N/A
7.   Other   Training:   G1S   spatial   survey,   image   interpretation,   mappine projects management.
planning and
8.   Countries   of   Work   Experience:   Israel,   Uganda,   Ethiopia   South Faso, Romania, Cyprus, Georgia, Azerbaijan.
Sudan, Burkina
9. Languages:
Language
English
Hebrew
10. Employment Record:
Speech
Very Good
Reading
Very Good
Very Good i_____ Very Good
Period
Writing
Very Good
very Good
Company/ L
Organisation 1    From
To |
I
Ofek Aerial Photography
2007
Present
Position
Head of G1S and Surveys department
Description of duties* '
G1S projects manager | Su™e* Project manager
-----------------Li:IUIIIH>ojroigct
Tech-6
Page 1 of 6
Iplanner.
GIS applications
development
M.T.P Systems Ltd. -Israel
2001
2007
Project manager in the field of GIS for urban planning and transportation
Planning and management of project s in the fields of transportation, urban development, rural development and land use planning.
“Technion” - Israel Institute of Technology
2002
Present
Lecturer (faculty)
Instructing and lecturing in the Civil & Environmental Engineering Faculty, and in the division of Geodetic Engineering
Self-Employer
2000
2001
Freelance GIS operator and 
developer
Operation and development of GIS based projects for
various clients
11.  Detailed  Tasks  Assigned:  GIS  Team the GIS expert.
Leader- leads the project's GIS team under
12.Work Undertaken that Best Illustrates Capability
Assigned:
to Handle the Tasks
assignmen
tor
project
Northern
Ghana
Aerial
Photograph
y
Cyprus
Flood
Hazard
Mapping
GIS
training
course for
Urban
Year
and
Locatio
n
06/2013-
ongoing
Client
Ministry of lands and 
natural
resources, Ghana
Government of Cyprus.
Water department
Ministry    of Lands, Housing and Urban
Main project features
Aerial Photography of 17,000 sqkm in northern 
Ghana, including LiDAR survey of 4,000 sqkm at the
Nasia Nabogo valley for flood hazard managing 
database
Flood Hazard mapping of 19 locations in Cyprus, based 
on LiDAR scanning and 
aerial photography analyses.
Positions held and
Activities performed
GIS Team Manager
11/2012-
ongoing
GIS Team Manager
10/2012
11/2012
5 Weeks training course for urban planners in basic and advance applications of GIS operation.
Page 2 of 6
GIS Project Manager
■ Preparation of instruction material. ■Planners
from
Kampala Uganda
srae!
I
I
)evelopme it             in Campala, Jganda
■ Instruction and hands- 1 
on training
■ Execution of
professional tours in 1
case studies.
Mapping 
of Israel
I Main 
1 Metropolit I an Areas
3/2012- 9/2012 Israel
Survey of
Israel
Production of orthophoto          <
or a total area of 12,000 
sqkm at a resolution of
12.5 cm and 25 cm.
Photogrammetric    mapping 
at 1 *2,500 scale.
3IS and Survey team
eader
■ Supplementary field 
survey.
■ GIS operation
I Mapping
1 
governme I nt owned 
facilities in I Israel
2012
Israel
Govemmen t of Israel (MOD)
Mapping and monitoring 
of large number
GIS Project manager
(handreds) of government           ■ Facility mapping
owned facilities across the
country
■ GIS layers preparation 1
■ Comparing the
existing condition to 
the national land 
management plans.
■ Field survey
■ GIS application 
development
1:500 
I mapping I in South I Israel
1/2012- 11/2012 Israel
Local Municipalit
y
Photogrammetric Mapping 
at a 1:500 scale of 6,000 
sqkm in south Israel.
GIS and  Survey  team 1 
leader
■ Supplementary field 1 
survey.
| "GIS operation
I Photogra 1 mm c trie
mapping
1 
I Kampala | Uganda
1/2012- 9/2012
Uganda
Kampala municipals
y
Provision of satellite
imagery based orthophoto 
at 0.5 meter resolution and 
mapping of the urban area
in a scale of 1:5,000.
GIS team leader
■ GIS operation  J
I Western
1 Water
1 transporta
I tion
I project
2012
Israel
Mekorot- Israeli
national
water
company
Mapping         and         G1S
operation  for  the  planning 
and  implementation  of  the
national      western      watei
transportation project.
1 GIS Project manager
■ Compilation of
existing Cadastre and 
land management
programs.
■Mapping at a scale of
1  1 ’.500 of the water
pipes trail.
■ Field survey and
1 measurements
Tech-6
Page 3 of 6■ Production of maps and reports.
Mapping of Israel railroads infrastruct ure
Israel National Rail Company
Mapping    of    the    entire railroad infrastructure in Israel (over 1,000 km).
Mapping of agricultur al land and crops
i throughou t Israel
A gam precise Agriculture
Mapping    of    agricultural
land and classification in parts of Israel
crops various
GIS Project manager
■ Mapping of the rail trail.
■ Inventory survey
■ Establishment of GIS database.
■ Assimilation of existing hard copy data
■ Preparing rail road atlas.
GIS Project manager
■ Identification and classification of
Orthophot o and 
1:500 mapping.
2010-
2011
Israel
Hazav Engineering &Surveying Ltd.
Burkina Faso Rural Devclopmc
2009-
2010 Burkina
nt Project Faso
MCA- (Millenium Challenge Account) Burkina
Faso
Digital color orthophoto at a resolution of 7.5 cm for 60 sqkm.
Detailed photogrammetry, land use and topographic mapping for the above area at a scale of 1:500. 
Acquisition of satellite imagery, Orthophoto production and land use mapping of 47 districts
agricultural land using aerial photography and satellite imagery.
■Establishment of GIS database.
■ Supplementary field survey
GIS and Survey team leader
■ Supplementary field survey.
■ GIS operation
GIS team leader
■ GIS operation
East Israel ground analyses project
2009
Israel
Govemmen
t of Israel
(MOD)
Field Survey and Information analyses using GIS tools of 450 sqkm
GIS Project manager
• Establishing GIS database for the client, including 25 different’ information layersGround analyses and interpretation.
■ Land use and cover analyses
Data processing and comparison.
Implementation of local Cadastre information
I
Mobile
Mapping
Protect
2008- 2009 Israel
Navigation
Imagery collection and mapping services for GPS
mobile mapping services
GIS and Survey team eader
■ Execution of field
survey
2008-                                         Acquisition of satellite
2009
Giorgia
Africa
(South
Sudan)
Mapping
Protect
imagery, orthophoto
production, GIS data base
South                                set up, Land use
Sudan                                classification and
m Ga Ippi S and m  ng.   apping training
Image Interpretation
■ GIS operation GIS Project manager-
■ Land use mapping using   Image
Interpretation
■GIS operation
Lake Tana
Tahal
Mapping Consulting
Project Ethiopia Engineers
Ltd.
Acquisition of satellite
imagery for orthophoto
production and land use
mapping. Establishment of
GIS team leader
■ GIS operation .
GIS data base.
13. Certification:
I, the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications, and my experience. I understand that any wilful misstatement described herein may lead to my disqualification or dismissal, if engaged.
Date: 13.08.13
Full name of authorized representative: A mil Epstein
Tech-6i
I
r>v» a »(6
I
<
iForm TECII-6: Curriculum Vitae (CV) lor Proposed
Professional Staff
1 rropMfd                      Q \ mjfijgrr
1 Name of Firm Ofek Urtal I’hntographv
X ^im< •>( SUfT
S. Pupeiwski
1 Date •< Bulk ILttULSttl Natkinalitv Uudl
V Idmratlon.
--------------- - ------------------------------------------------------------
Nan* SckouVVBO«nir»
Study Period
From Until
Degree / Diploma obtained
Havina frvteitute Science and
Nuclear Technologic*. Ila* uw. Cuba
l')U6
ITH
Nuclear Phy*lc* Engineer Specialisation      in      Nuclear Krnhtgy “CumenuK
1L
o. Member of prufe’tiluti.i
? Other tkilh (e g knowledge ul computer*. «lc | computer* pi ugnimmlng Intellect College uf Technology In i«?l
d CuueirWa u( Work kcpetleiice* In i«l. Cuba. Cypru*. Ug.md.i
* language? Indicate competence UH J ujltf U( I HI excellent, S minimum)
$*M«h
Heading
Wnnnt
kaglliB
iub<«w
Very Good                         Very laiod
lb>* >k
Very (atod
Very Good
Ver/ (a>od
Very Good
Very Good
Very I a mm)
Very GocmI
Very (auul
Very Good
Very (*ood
Id Pv»<ritk>nai rtpefWecr
Petted
Item Ti»
Item
Description nf duties*
ctwe jurru<
imi             Present        Head  ( |
o    m4||r
1----------- J. ------------ 1
for .tilProcessing and QC ( Image Processing
department
aspects. Mapping and Digital
Photogrammetry and Digital Image processing.
Responsible for QC and QA aspect of aerial photography projects, including processes control, accuracy verification, deliverables examination.
j
Geo-CubaM- Habana,
Research        and Consultant
GIS          and          Mapping projects management
QA management
11. Detailed Tasks assigned: QA manager- in charge of the project's quality assessment and control issues.
12. List of projects associated with the advertised
Year 1
l assignmen 1
tor
and 1
Locatio 1
,
Client 1        Main project features 1
Positions    held    and    1
Activities performed 1
1 project 1
n1
1 Northern 1
| Ghana 1
06/2013- 1 
ongoing 1
Ministry of 1 
lands and 1 
l       Aerial
1
natural
1
1 resources,
j        Ghana
Aerial Photography of 17,000 1 
sqkm in northern Ghana,               1
including LiDAR survey of
4,000 sqkm at the Nasia
1 Nabogo valley for flood hazard 
managing database
rj
| Cyprus
1 11/2012-      1 Government
1   Flood   Hazard   mapping   of  19     1 QA Manager
1      Flood
1 ongoing       1 of Cyprus,
1  locations  in  Cyprus,  based  on 
rj
1 Hazard
j Mapping
1  Water
1 department
1 
1 
LiDAR scanning  and  aerial
photography analyses.
Page 2» fSMapping   of   3 /20I2-     1 Survey     of     Preduction of orthophoto ■               QA Manager Israel   Main   9 /2012         If;rael                 fidt a total area of 12,000 
Metropolita I srael
n Areas
s qkm at a resolution of 12.5 
cm and 25 cm. 
F’hotogrammetric mapping
at 1:2,500 scale.
Orthophoto and Oblique
aerial photography (MultiVisio n) of East
Israel
J/2012- I 5/2012  ( Israel
srael I
jovemment 1
.MOD) <
^reduction of orthophoto ■
or a total area of 6,000 
>qkm at a resolution of 10 
:m.
> roduction   of   4   directions oblique  imagery  of  the  area and presentation using the MultiVision system
QA Manager
1:500
1 mapping in 1 South Israel
1/2012- 11/2012 Israel
Local Municipality
Photogrammetric Mapping at a 1:500  scale of 6,000 sqkm in south Israel.
I Photogram
I metric
1 mapping of I Kampala
I Uganda
1 Highway 90 1 LiDAR
1 based
1 mapping
1/2012- 9/2012 Uganda
2011
Israel
Kampala municipality
Michael
Elbert Engineering
Provision of satellite
imagery based orthophoto at
0.5 meter resolution and mapping of the urban area
in a scale of 1:5,000.
Lidar  scan  at  a  4  point  per meter density over a 220 km long    project    area.    Digital color      Orthophoto      at      a resolution      of      25      cm. DTM/DSM     models     with spatial  and  height  accuracy better than 10 cm. Topographic  map  at a  l:50C scale  with  the  contour  line* density of 0.5 m.
Detailed  hydraulic an< environmental study  of th region  and  its affects o 
“ rba"
development.
run
Mapping team and QA
■  Photogrammetric
solution
■  Photogrammetric
mapping
■  Project Editing
Mapping team and QA Satellite                  imagery acquisition
processing
Orthophoto production
■ Land use mappine
Mapping team and QA Orthophoto production LiDAR       analyses       and classification.
1.500 scale mapping
i
1
e
n
aI
A   G1S   data   base   for   the
nc>ise  level  analysis  on  the
P<
irimeters      of      the      said 
h ghway.
1 Orthophoto 2 1 and 1:500 2
I mapping.       I
010- H
Oil E
srael <&
azav  C
ngineering r<
digital color orthophoto at a
^solution of 7.5 cm for 60 ■
Purveying s qkm.
L td.                   E)etailed photogrammetry, ■ 1 and use and topographic
napping for the above area ■
1 * it a scale of 1:500.
dapping team and QA- | Photogrammetric
solution 
Photogrammetric mapping at 1:500 scale Project Editing
I Burkina
I Faso Rural I Developme 1 nt Project
2009-          1vlCA          - 2010            Jvfillenium Burkina   1  Challenge Faso            Account)
Burkina
Faso
Acquisition  of satellite imagery,  Orthophoto 1 production  and  land  use mapping of 47 districts
Mapping team -
Satellite                imagery 1 acquisition                     and 1 processing
■ Orthophoto production
■ Land use mapping
1 Mapping 
I services for | I selected
1 regions in
I Israel
2009-           Israel
2010            Government Israel             - Ministry of
Defense
Provision  of aerial photography  and  mapping of the urban  and  rural areas in a scale of 1:1,000
Mapping team -
■ Photogrammetric
solution
■ Photogrammetric mapping at 1:1,000 scale 1
■  Project Editing
I Mobile
1 Mapping 1 Project
2008-          IGO
2009 Navigation
Israel
Imagery  collection  and mapping  services for GPS mobile mapping services
■  Image collection
■ Geo-Referencing,
■ Image Interpretation
1 East Africa 1 (South 
I Sudan)
I Mapping
1 Project
2008-        1 Giorgia LTD 2009
South
Sudan
Acquisition  of satellite
imagery',  orthophoto
production, G1S data base
set up,  Land  use
classification  and  mapping. 
GIS and mapping training
Mapping team -
■ Satellite imagery 1
acquisition                     and 1
processing
Orthophoto production
1 ■ Land use mapping. 
I" Mapping training
1 Yarden riv I Basin
er 2008             Yarden 
I LID AR scan
region Hydrology council
Aerial LiDAR and scan at point per meter and aerie photography for 250 squar km.
Production of digital cok orthophoto at a resolution 25 cm for the same Production DTM/DSM ai
“  1  LiDAR,  Orthophoto  and  I il Mapping team •
* ’ Orthophoto production
■ LiDAR analyses and | )r  classification.
■  Production of DTM and DSNV
td
Page 4 c| 5detailed  Hydraulic and environmental study  of the region  and  its effects on urban  and  rural development.
Lake Tana Mapping Project
2007-
2008 Ethiopia
Tahal Consulting Engineers
Ltd.
Acquisition of satellite imagery for orthophoto production and land use mapping. Establishment of GIS data base.
Mapping team -
■  Satellite                 imagery acquisition                      and processing
• Orthophoto production
■  Land use mapping.
13. Certification:
I,   the undersigned, certify that to the best of my knowledge and belief, this CV correctly describes myself, my qualifications, and my experience. I understand that any wilful misstatement described herein may lead to my disqualification or dismissal, if engaged.
Signature:
Date: 13.08.13
Full name of authorized representative: Roberto S. PopowskiForm TECH-6: Curriculum Vitae (CV) for Proposed
Professional Staff
1.   Proposed Position: LiDAR Team Leader
2.   Name of Firm: Ofek Aerial Photography
3.   Name of Staff: Shachar Kaufman
4.  Date of Birth: 30.8.1984 Nationality: Israeli
5.   Education:
Name School/University
Study Period
From
Until
Degree / Diploma obtained
Collage of management, Israel
2008
2011
B.A. in Business
6.   Membership of Professional Associations: N/A
7.   Other Training Mobile Mapping, GIS, Projects management
8.   Countries of Work Experience: Israel, Ethiopia, Angola, Nigeria, Romania, Cyprus, Georgia, UK, Azerbaijan, USA.
9.   Languages:
Language
Speech
Reading
Writing
English
Very Good
Very Good
Very Good
Hebrew
Very Good
Very Good
r
Very Good
10. Employment Record:
Company/
Organisation
Period
Position
Description of duties*
From
To
Ofek Aerial Photography-
Israel
2010
Present
Product manager- LiDAR and Mobile mapping.
Developed product implementation, manage projects and implementation in customer sites, provide support.
PmOntima
2008
2010
GIS department
Customer support, management of GISproject in fields of interest. Aerial photography and LiDAR projects
IDF
2002
2006
Aerial
Photography
Officer
Manage Aerial Photography team of 11 engineers and technicians in various projects
11. Detailed Tasks Assigned: LiDAR team leader, in charge of LiDAR data acquisition, processing and QA.
12.           Work Undertaken that Best Illustrates Capability to Handle the Tasks
Assigned:
assignmen 
tor
project
Year
and
Locatio
n
Client
Main project features
Positions held and 
Activities performed
Northern
Ghana
Aerial
Photograph
y
06/2013-
ongoing
Ministry of
lands and 
natural
resources,
Ghana
Aerial Photography of
17,000 sqkm in northern Ghana, including LiDAR
survey of4,000 sqkm at the Nasia Nabogo valley for
flood hazard managing database
LiDAR team Leader Responsible for LiDAR
acquisition and processing 1
Cyprus
Flood
Hazard
Mapping
11/2012-
ongoing
Government
of Cyprus,
Waler
department
Flood Hazard mapping of 19 
locations in Cyprus, based 
on LiDAR scanning and 
aerial photography analyses.
LiDAR team Leader Responsible for LiDAR
acquisition and processing 1
Orthophot o         and Oblique
aerial photograp
hy 
(MultiVisi on) of East Israel
3/2012- 6/2012 Israel
Israel Govemmen t(MOD)
Production of orthophoto for a total area of 6,000 sqkm at a resolution of 10 cm.
Production of 4 directions oblique imagery of the area and presentation using the MultiVision
system
Orthophoto and MultiVision production team leader-
■Acquisition of aerial photography
■ Block solution using Ground control points 1 and aero-triangulation 1
■Orthophoto
production
■ Processing and display of the oblique imagery using  the  MultiVision
system.
Pnge 2 of 4Highway 90 LiDAR based mapping
2011
Israel
Michael Elbert Engineering
Lidar scan at a 4 point per meter density over a 220 km   long   project   area. Digital color Orthophoto at a resolution of 25 cm. DTM/DSM models with spatial and height accuracy better than 10 cm. Topographic   map   at  a 1:500   scale   with   the
contour  lines  density  of 0.5 m.
Detailed   hydraulic   and environmental study of the region and its affects on urban         and         rural development
A GIS data base for the noise level analysis on the perimeters of the said highway.
LiDAR, Orthophoto and Mapping team leader-
■Orthophoto 
production
■LiDAR analyses and classification.
■ 1:500 scale mapping
Orthophot o         and 1:500 mapping.
2010-
2011
Israel
Hazav Engineering &Surveying Ltd.
Digital color orthophoto at a resolution of 7.5 cm for 60 sqkm.
Detailed photogrammetry, land use and topographic mapping for the above area at a scale of 1:500.
Mapping team leader-
■Photogrammetric
solution
■Photogrammetric mapping at 1:500 
scale
■Project Editing
Angola
Road inventory
2009 Angola
Angola government
Inventory survey along Angola roads
Team Manager
■Development of collection techniques.
■Field Survey.
■Report preparation
Wacu 
Kungu Drainage Project
2009 Angola
Angola government
Reconstruction and managing 1380 km of drainage canals
Team Manager
■ Establishing  of  GIS operation.
■Field operation
Angola
Aerial Photograp 
hy
2008- 2010 Angola
Angola government
Aerial Photography of 40,000 sqkm with different sensors (Lidar, multispectral photogrammetric camera, etc)
Team member
■  Aerial  photography operation.
■             LiDAR operati analyses
on and 
13.   Certification:I. the undersigned, certify  that to the best of my  knowledge and belief, this  CV correctly  describes  myself, my  qualifications, and my  experience. I understand that any  wilful misstatement described herein nun lead to my  disqualification or dismissal, if engaged.
Signature:
Date: 14,08,13
Full name of authorized representative: Shachar KaufmanTECH-7 : Staffing ScheduleForm TECH-7: Staffing Schedule
Name of Staff
Staff input (in the form of a bar
2 (chart
Total staff-montli
input
1
2
3
4
5
6
Home
Field3
Total
Foreign
IWWI
Dr. Lior Asaf
Yariv Casif
Dynkin Michael
Roy Lannes
Amos Hayoun
Additional air Crew
Dr. Jad Jaroush Ran Kor
Amit Epstein
2.5
0.5
0=
0.5
0
0
0.5
o.5
Roberto S. Popowski Shachar Kaufman
3D Workstations Operators
YaYaYaYa,'
Local
Sub-Total: Forign staff working months
Staff input (in the form of a bar chart)2
Total Staff Months Input
Mohammed Nuru
6  £8888
2
Daniel Awgechew 4 6
Tesfaye Gyohanes
4
Tech-7
Page 1 of2EZZZZ
Full time input
Part time input
Tech-7
Page 2 of2TECH-8: Activity Schedule/ No
------ 1_____________________________________________________________________ Tech - 8: PERFORMANCE TIME SCHEDULE
Activity / Months from Awarding of contract (AOC)
DuratJo
(M)
" MOf)          Ml M
M3
M4
M5
M6
( 1         Contract Signing, advance payment against AP guaranty
°' I 0.5
5
/ 2        (Preparation of detailed survey plans and project plan
I 3         (Delivery of inception report
0
I 4      (Application and process of flight permit
0.5
(Geodetic Network establishment by long vector GPS
5
0.5
I 6            (Pre flight signalization of photo control point and BM
0.6
I7
'Establishment of GIS database, collection and adaptation of existing data into the data base
0.6
(6
Mobilization of aircraft, equipment and crew to Ethiopia
' 0.2
Execution of airborne survey and process of aerial survey products
9
I 10 1 delivery of interim airborne survey reports for client QC
0.2
0
Client QC and acceptance /Xpproval
I1
1r
( 12 ec
11
reduction of digital orthophoto for 8 blocks including AT, orthophoto, color enhancement and sheet
firing including toponomy
0.5
/ 13 I
ration of maps for 8 blocks by photogrammetry and editing
1.1
I 14 Fit    :ld complementary survey
2
/              Editing maps into sheets and into G1S, field data integration, QA and reports preparation.
1.8
|     16   (Delivery of draft final report
I0
|     17 /Client review QC, acceptance approval and invoice
J
I 1B Capacity Building and training on job
onJob
I 19 (delivery of final report
—L   0
J
iHli
LJ
a
J
z
t■
■
J
■
Act/vrty that wO take ptaco in the ficW in Ethiopia
Adrvity that wJ take place In the office in Ethiopia
Adwty that wi3 take ptace in Ofck headquarters
Adjvity that shexid to bo dono by the died
Dctrvcry
------------------------------------
—1

Summery

Project Overview

Ofek Aerial Photography (1987) Ltd. submitted a technical proposal for the "Topographic Survey in Lake Tana Sub-basin Floodplain Areas" tender issued by the Ethiopian Ministry of Water and Energy. The project aims to create detailed topographic maps to support flood risk management in the Lake Tana region.

Company Profile

Ofek is an Israeli company specializing in aerial surveys and geographic applications since 1987. They offer:

Aerial photography and LiDAR services
Digital orthophoto production
Photogrammetric mapping
GIS services
Ground and geodetic surveys

The company is ISO 9001 certified and has extensive international experience.

Technical Approach

The proposed methodology combines:

Ground surveys by local Ethiopian subcontractors
Airborne LiDAR survey (1 point per m² density)
High-resolution aerial photography (15cm GSD)

Key Project Stages:

Stage	Description
1. Project Preparation	Establishment of project framework and obtaining flight permits
2. Ground Survey	Establishment of geodetic control points and benchmarks
3. Aerial Photography & LiDAR	Coverage of approximately 400 km²
4-8. Data Processing	Aerial triangulation, DTM production, orthophoto creation, GIS database development
9. Capacity Building	Training for Ethiopian staff

Project Team

The team includes international experts and local Ethiopian partners:

Team Leader: Dr. Lior Asaf (Hydrology expert)
Chief Surveyor: Yariv Casif
Local Partners: Melda Surveying Engineering Services and Afri Geoinformation Engineering PLC

Deliverables

The project will provide:

Digital 1:1000 scale topographic maps
A0 size hard copy map prints
3D Digital Terrain Models (DTM)
Ground control point coordinates
Various technical reports
Additional products including orthophoto mosaics and LiDAR data

Project Timeline

The proposed schedule spans approximately 6 months from contract signing to final delivery.

Company Qualifications

Ofek has extensive experience with similar projects worldwide, including:

Northern Ghana Aerial Photography Project (17,000 km²)
Cyprus Flood Hazard Mapping
Ethiopian Nile Irrigation & Drainage Project
Multiple projects in Romania, Israel, and other countries

Supporting Documents

The proposal includes numerous supporting documents:

ISO 9001 certification
Company registration documents
Recommendation letters from previous clients
Detailed CVs of key personnel
Technical specifications and methodologies