DETAILED CURRICULUM VITAE
1. Surname : PAPANIKOLAOU
2. Name : KONSTANTINOS
3. Date and place of birth : 27.02.1963
4. Nationality : GREEK, GERMAN
5. Training :
TRAINING
INSTITUTION: UNIVERSITY OF STUTTGART
Date:
From (months/years)
(Months/years)
10.1983-
09.1989
Degree: STRUCTURAL ENGINEER
TRAINING
INSTITUTION:
Schweißtechnische Lehr– und
Versuchsanstalt Fellbach GmbH
Date:
From (months/years)
(Months/years)
04.1998-
10.1998
Degree: INTERNATIONAL WELDING ENGINEER
TRAINING
INSTITUTION: UNIVERSITY OF STUTTGART
Date:
From (months/years)
(Months/years)
03.1999-
04.1999
Degree: SPECIALIST ENGINEER FOR BEARINGS IN THE
ENGINEERING AND BUILDING ACTIVITIES

6. Languages: (Grades 1 to 5 for competence, where 5 is “Excellent”):
LANGUAGE APPREHENSION ORAL SPEECH WRITING
Greek (mother language) 5 5 5
German (mother language) 5 5 5
English 5 5 5
7. Member of professional associations:
Τechnical Chamber of Greece
Ingenieurkammer Bayern (Technical Chamber of Bayern), Beratender Ingenieur
Ingenieurkammer Baden – Württemberg (Technical Chamber Baden – Württemberg)
International Association for Bridge and Structural Engineering
Technical Chamber of Cyprus
8. Current position:
Chairman of the Board & Managing Director of INSTAT S.A.
established since 2002 and Manager of
INSTAT Cyprus LTD, Limasol established since 2010
9. Years of professional experience: 28years
10. Main qualifications:
• Helicopter Pilot
• Musician
11. Professional employment:
Duration: 2002 – to date
Country: Greece
Name of Enterprise – Service: INSTAT S.A. CONSULTING ENGINEERS
Position in the Enterprise – Service: Chairman of the Board and Managing Director
Responsibilities: Supervision, Managing and Coordination of Static Designs
Duration: 1992 – 2002
Country: Greece
Name of Enterprise – Service: freelance
Position in the Enterprise – Service:
Responsibilities: Design, Supervision, Managing and Coordination of Static Designs
Duration: 1989 – to date
Country: Germany
Name of Enterprise – Service: freelance
Position in the Enterprise – Service:
Responsibilities: Design, Supervision, Managing and Coordination of Static Designs
Duration: 1989 – 1994
Country: Germany
Name of Enterprise – Service: employee in the office Prof. Dr.-Ing. Bechert
Position in the Enterprise – Service:
Responsibilities: Design, Supervision and Coordination of Static Designs
11. Abstract of design works carried out:
COUNTRY DATE: From
(month/year)
up to
(month/year)
NAME AND SUMMARY DESCRIPTION
OF THE DESIGN OR SERVICE
POSITION AND DESCRIPTION OF DUTIES
Kenya/Nyali 08/2015 – up
to date
CONCEPTUAL DESIGN FOR A BRIDGE OVER THE TUDOR CREEK IN
MOMBASA, KENYA”
The project consists of one suspension bridge and alternative a second
solution for a single-pylon cable stayed bridge (one of the longest span in
the world)
Scope of deliveries:
1. Internal (between Company and Sub-Consultant) presentation of
possible options (type of bridge) suitable for the 2nd Nyali Bridge
(photographic documentation of max. two (2) different bridge types
and classifications in view of cost and construction time.
2. Conceptual dimensioning (pre-dimensioning) of the selected bridge
type. This includes Conceptual design calculations for
superstructure, pillars, abutments, cables, foundation, and boxes.
Details to be given in view of loading, technical specifications used
for pre-dimensioning (e.g. BS, DIN, etc.) according §3.5.
3. Conceptual Design drawings (plans, sections, foundations,
abutments) and 3-D views for the selected bridge type.
4. Bills of Quantities (main items: foundations, abutments, pillars,
superstructure),based upon the Conceptual Design
5. Engineers Cost Estimate (by estimating cost for similar projects
based on experiences).
6. Construction Methodology max. 3 pages and Description of the
Works, (Technical Description for Tenderers) based upon
Conceptual design.
Suspension Bridge
or second solution
Cable Stayed Bridge
Mozambique/
Maputo
03/2014 – up
to date
MAPUTO KATEMBE BRIDGE NORTH & SOUTH LINK ROADS
The project is an arterial highway linking the capital city of Maputo with
South Africa and Casa Commercial Border Port in south Mozambique. The
North Link Road, Maputo Bridge and partial South Link Road are included in
the Maputo/Ka Tembe Bridge and North Link Road Project, and the
chainage range is K1+566~K6+000 with an overall length of 4.434km.
From the structural point of view, the following engineering structures will be
constructed
(A) Maputo Main Suspension Bridge
The bridge is a single-span double-hinged suspension bridge, span
arrangement for the main cable is (260+680+284)m.
Two main cables will be set for the whole bridge, and the transverse
distance between them is 21.88m. The transverse distance for hanger is
21.88m, same as the distance for main cable, the hanger and main cable
are in a vertical plane. The standard distance of hanger along bridge
orientation is 12m, the distance from the nearest hanger to the center line of
main pylon is 16.0m, and the length of the shortest hanger in mid span is
3.2m. Gate-type structure will be used for pylon column; sockets will be set
at both sides of the bridge accordingly. Sag-to-span ratio of the main cable is
1/10; the sag of mid-span is 68m. The plane of the main bridge location is
situated at the straight line; the elevation is located in a convex vertical curve
with K3+970.000 as the grade change point, 3.8% and -4% longitudinal
gradient at both sides and the radius 12,000m.
The overall structure for the main bridge is a simply-supported system.
Vertical supports and transverse wind-resistance supports will be set
between the cable bent pylon and stiffening girder, in addition, viscous
dampers with limit in longitudinal direction will also be equipped. Viscous
dampers have damping and energy dissipation function for the dynamic
loads caused by fluctuating wind, braking and earthquake, while they have
no constraints for the slow displacement caused by temperature and
vehicles. Two viscous dampers will be equipped for one pylon girder joint,
and there are four viscous dampers for the whole bridge.
(B) Maputo Bridge And North Link Roads
1. K1 + 713.5, North Link Interchange Main Line Bridge (LEFT), K1 +
566.0 , K1 + 859.5, 293.5, 2 * 9.99, Cast in place pre-stress concrete
continuous box girder.
2. K1 + 713.5, North Link Interchange Main Line Bridge (RIGHT), K1 +
566.0, K1+ 859.5, 293.5, 2 * 9.99, Cast in place pre-stress concrete
continuous box girder.
3. K0 + 563.4, North Link Interchange Ramp A Bridge, AKO + 517.8, AKO +
608.9, 91, 11.2, Cast in place pre-stress concrete
4. K3 + 290.5, North Approach Span Of Maputo Bridge, K2 + 695.0,
K3 + 792.0, 1097, ~ 20.88
5. K5 + 102, South Approach Span Of Maputo Bridge, K4 + 472,
K5 + 736, 20.88
(C) North Link Roads – Pedestrian Foot Bridges
Subsection 1.1: Subsection 1.1: N1/N4 Interchange
over the N4 west of the interchange
over the N1 north of the interchange;
over the N1 south of the interchange, north of Nuno Alveres;
Subsection 1.2: Av. OUA and Av. 24 de Julho
over Av. OUA located near the Jose Macamo Hospital;
over Av. 24 de Julho connecting the Malanga neighborhood.
(D) South Link Roads
1. Maputo, River Bridge, IK63 + 462.0,IK63 + 702.0, 6 * 40, 10.5
2. Futi River Bridge, IK73 + 667.0, IK73 + 817, 5 * 30, 10.5
3. Cele River Bridge, IK106 + 645.5, IK106 + 684.5, 3 * 13, 10.5
4. Railway Crossing Bridge, IK44 + 476.5, IK44 + 489.5, 1 * 13, 10.5
5. Overpass above Road EN1, 8 * 32, 20
(E) Other Bridges
1. Overpass above EN1, 8 * 32, 20
2. Overpass at the Start Point of Road EN2, 2 * 32 + 50 + 8 * 32, 20
3. Overpass 2, 1 * 22, 10.5
4. Overpass 3, 1 * 22, 10.5
(F) Other Bridges In General
Subsection 2.1: KaTembe – Bela Vista Road (R403, previously EN201)
Widening, rehabilitation and strengthening of a railway overpass at kilometer
60+585;
Subsection 3.1: Bela Vista — Porto Henrique Road (N200)
Rehabilitation and strengthening of a railway overpass at kilometer 0+550
near Bela Vista;
Rehabilitation and strengthening of the bridge over the Tembe River; and
Rehabilitation and strengthening of the bridge over the Changalane River.
Subsection 3.2: Porto Henrique — Boane Road (N200)
Rehabilitation and strengthening of the Bridge over the Mahube River.
A railway overpass at kilometer 59+380 near Boane.
Subsection 3.3: Entrance Road to Boane (N200)
Construction of a new bridge over the Umbeluzi River.
JOB DESCRIPTION
As a consultant for design and construction my tasks are among others:
– to make proposals for any modification in design documents or
construction details or shop drawings. The required modifications to the
drawings or amendments o the relevant Contract drawings was be
executed by Contractor and reviewed by me.
– to check and verify drawings, technical specifications prepared prior to or
modified during the implementation of works
– to provide any supplementary information necessary to carry out the
design.
– be responsible for the As-Built Drawings which shall be prepared by
Contractor under my supervision
– to assist the Contractor CRBC (China Road and Bridge Corporation) and
his designer team, act and negotiate on behalf of CRBC with the
Empresa de Desenvolvimento de Maputo Sul. E.P. – State of
Mozambique
As a welding engineer, detailed inspection and acceptance of all steel parts
of Maputo-KaTembe Suspension Bridge produced in China. The steel parts
in detail are: suspended steel deck, main suspension cables, suspenders
(hangers), suspender clamps, main suspension cable saddles, splay
saddles, cable sheath.
Zambia 07/2013 Sir Otto Beit Bridge
We were awarded and ranked first in the previous competition for the
rehabilitation of the Sir Otto Beit Bridge, (Chirundu bridge) between 7 bidden
shortlisted (TYPSA, HHO, Atkins, Cowi, Royal Haskoning, Aurecan, Aarvee)
Greece 05/2012-up to
date
INTERSECTION LAMIA – RODITSA OF THE HIGHWAY ATHENS –
THESSALONIKI (PATHE)
Construction of A1 highway in Roditsa – Lamia.
The project consists of many bridges – underpasses. The project initially
started at 2007 but due to economical factors, most of the structures were
left semi-constructed. The projects was assigned to start over at 2012 with
the design and construction of the half-built bridges and under passes
Albania 09/2010 Project: North South Corridor Fier – Vlora Road Project Lot 2 – Vlora Trunk
Structural Design of Overpass at ch. 27+438 of Levan – Vlora Trunk
Bridge Underpass
Project: North South Corridor Levan – Tepelene, Section 2 Dames –
Tepelene
Drainage Design Pipe Culverts
Box Culvert BC2.05 2.00 x 2.00 CH. 06+750.51
Box Culvert BCJN2.06 2.00 x 2.00 at CH. 00+096.79
Technical Report and Implementation Design of Water Basin in pipe culvert
Structural design of reinforced concrete culvert in Tepeleni
Czech
Republic
05/2010 –
08/2012
Alstom s.r.o. Boiler House OB02 in Ledvice
Supervising and Structural Designing in special cases for all the steel
construction, also connection calculations and find solutions for false caused
by design, fabrication or erection mistakes.
3 year programme. Project Supervision. Geometrical Survey and
assessment of structural steel elements. New detail structural steel design
and implementation design of various elements.
Technical support of the construction site regarding any occurring failures
from design, manufacture, delivery and erection of steel structure, civil
engineering and duct construction
Development of technical solutions for the above requirements and
preparation of structural and static solutions for the implementations on site
Supervision of the required design engineers and structural engineers
assigned on site
Special tasks conferred upon him by the local SM or PM/PEM
Predictive planning and coordination of the processes in close cooperation
with SM.
Preparation of enquiry documents for supplements, changes, additions and
the like.
Recognition and recording of any deviations, changes, additional and extra
work as well as outage periods and their causes – duty to provide
information to site contract manager as well as PM/PEM.
Substantive checking of supplements and hourly reports of the assigned
engineering personnel on site.
Substantive checking of the relevant NCR reports for the above areas
regarding the person responsible.
Reporting according to stipulations.
Preparations of the required documentation records according the ALSTOMrules and contractual requirements.
Greece 11/2009 –
07/2011
J/V Euro Ionia
PATHE from Athens (Metamorfosi I/C) to Maliakos (Skarfia) and PATHE
connecting Branch from Schimatari to Chalkida
– Structural and Dynamic Check of the the building at the frontal toll
station at Afidnes
– Structural check of metal canopy at the toll stations at Tragana and
structural design of an additional steel sign post frame.
– Final canopy design of the ramp toll stations at Tragana
– Final Structural design of the frontal toll canopy at Chalkida
– Visual Inspection of overpasses, underpasses, retaining walls, sign
bridges
– Static and Dynamic Check of sign bridges
– Final Structural design of sign bridges and retaining walls
– Assessment report for the overpass at Ritsona
Greece 2008 – 2009 Project: Highway cable – stayed Bridge Koutsoufliani in Trikala
During construction and prestress of the cable, the one pylon collapsed.
After this failure the authorities assigned us to design the reinforcement of
the inclined concrete pile using carbon – fiber reinforced polymers.
Completed a new Implementation design, the prestressing procedure of the
cable and Site Supervision as well.
Bulgaria 12/2008 –
05/2010
Alstom Bulgaria. Maritza East 1 Station.
Supervising and Structural Designing in special cases for all the steel
construction, also connection calculations and find solutions for false caused
by design, fabrication or erection mistakes.
Supervising and Structural Designing in special cases for all the steel
construction, also connection calculations and find solutions for false caused
by design, fabrication or erection mistakes.
3 year programme. Project Supervision. Geometrical Survey and
assessment of structural steel elements. New detail structural steel design
and implementation design of various elements.
Technical support of the construction site regarding any occurring failures
from design, manufacture, delivery and erection of steel structure, civil
engineering and duct construction.
Development of technical solutions for the above requirements and
preparation of structural and static solutions for the implementations on site
Supervision of the required design engineers and structural engineers
assigned on site.
Special tasks conferred upon him by the local SM or PM/PEM.
Predictive planning and coordination of the processes in close cooperation
with SM.
Preparation of enquiry documents for supplements, changes, additions and
the like.
Recognition and recording of any deviations, changes, additional and extra
work as well as outage periods and their causes – duty to provide
information to site contract manager as well as PM/PEM.
Substantive checking of supplements and hourly reports of the assigned
engineering personnel on site.
Substantive checking of the relevant NCR reports for the above areas
regarding the person responsible.
Reporting according to stipulations.
Preparations of the required documentation records according the ALSTOMrules and contractual requirements.

Greece 10/2007 –
05/2011
National Railway Lines, New Logistic Station at Thriasio / Aspropyrgos
Structural Designing of slab tracks type Boegl, Edilon and In situ concrete for
wagons wash. The Boegl slab track type are prefabricated non prestressed
plates and this method is worldwide first used.
Greece 09/2008 –
2012
Hotel Edipsos. Structural Designing and Supervision of the complex.
The special feature of this project is the underground construction which will
be constructed under the sea level for 13 m.
Greece 09/2007- 2012 National Railway Lines.
Structural Design and Supervising of the Bridges SG10 and SG11
constructed with the incremental launching method.

Greece 06/2007 –
03/2011
National Railway Lines.
New West Railway Line from Patras to Kalampaka. Structural Designing of
more than ten very long railway bridges and tunnels. The construction
methods of the bridges are launching incremental, cantilever construction
and other.
Greece 02/2005 –
07/2005
Tunnel in CHONI/KARYSTOS on EVIA.
Tunnel Structural Study (cut & cover).
Tunnel constructed with the cut & cover method, with 300 m. total length
supported on piles.
Greece 10/2003 –
03/2007
Egnatia Odos S.A. – Section No 56. Road axes P.A.TH.E. connection with
6
th Pier Thessaloniki Port.
Structural Design of the connection of 6th Pier Thessaloniki Port with Road
axes P.A.TH.E. (540 m. long right slip road viaduct from c.h. 2+807.52 –
2+267.42 and 228 m. long left slip road viaduct from c.h. 2+746,97 –
2+518,72).
Greece 03/2003 –
06/2006
Egnatia Odos S.A. – Section 80.3. Airport Link
– Structural design of over pass str T8A at c.h. 10+691,62
– Structural Study of over pass str T8B at c.h. 008+696,20
– Structural design of under pass str T4 at c.h. 05+855,99
– Structural design of non-standards retaining walls at str T8B
Greece 04/2002 –
10/2003
Egnatia Odos S.A. – Section 59.2 Airport Link
– Definitive Study for the Underpass of service road under slip-road
Chalkidiki- Airport at c.h. 0+500
– Definitive Study for the Underpass of service road under Airport –
Thermi at c.h. 2+275.
Greece 01/2002 –
10/2003
Fly Over Junction between Kifissos and Poseidonos Avenue.
Pedestrian HSAP Bridge.
Pedestrian bridge connecting the Peace and Friendship Stadium with the
HSAP train station “Faliro” with four spans with 114 m. total length and 9 m.
width.
Responsible for the Structural Design
Greece 01/2002 –
10/2003
Fly Over Junction between Kifissos and Poseidonos Avenue.
Branch 3.A highway bridge
Non continuous beam girder box, highway bridge with 154 m. span.
Responsible for the Structural Design
Greece 2002 – 2003 Fly Over Junction between Kifissos and Poseidonos Avenue.
Branch 3.1 highway bridge
Post – tensioned concrete, girder box highway bridge with a total length of
150 m.
Greece 12/2001-
08/2002
Panthessaliko Stadium at Volos.
The stadium capacity rises up to a total number of 22141 seats. 6.800 of
those seats are roofed by a metal cover made of high resistance steel used
first time in Greece. The access to the stadium is through three bridges with
total of 150 m. length.
Coordination and Structural Design.

Greece 2002 – 2004 Fly Over Junction between Kifissos and Poseidonos Avenue.
Falireos Bridge.
Part of the flyover junction. Composite construction bridge.
30 m. span.
Greece 01/2001-
07/2004
Megalorema bridge.
Third construction in Greece made by the incremental launching method.
45 m. span.
Responsible for the Structural Study and Construction.
Greece 1999 – 2001 Bridge for the provincial road for the Magnisias Prefecture
Responsible for the Structural Design.
Greece 1999 – 2001 Bridge for the provincial road for the Elafinas Municipality, Prefecture of
Pierias
Responsible for the Structural Design.
Greece 1999-2001 Bridge for Pathe S.A.
Structural Design and Coordination of the project. Supervision of the project.
The bridge was constructed wit h incremental launching method.
Greece 1996 – 1998 Bridge of EGNATIA ODOS S.A.
Structural Design. The bridge was constructed wit h incremental launching
method.
Germany 1995 Demodernization and refit of reticulated listed building in Stuttgart
Design of static study and fire protection, sound proof, heat insulation
Germany 1993 – 1994 Geotechnical Study for the building STUTTGARTER LEBENSVERSICHERUNG in Stuttgart.
Responsible for the Geotechnical Design
Germany 1993 Structural Design for two motorway bridges of the Stuttgart Highway
Germany 1993 Wooden bridge for loads SLW 60/30 with two spans in Nagold
Germany 1992 Structural Design of the High – riser building for the Fire Service of the
Municipality of Bad Schönborn
Germany 1990 – 1991 Structural Design of the High – riser building for the International flower
exhibition for the town of Stuttgart