Ref.1
MODIFICATIONS AND SUPPLEMENTS TO THE FINAL DESIGN OF THE UBORAK SOLID WASTE
LANDFILL - MOSTAR
Project title
Name of legal entity
Country
IPSA INSTITUT d.o.o.
Sarajevo
Bosnia and
Herzegovina
Total contract
value
(BAM)
Proportion
carried out by
legal entity (%)
49,000.00
100 %
Number of
staff provided
5
Name of
client
JKP Deponija
Mostar
(Public
Cantonal
Company
Deponija
Mostar)
Source of
funding
Dates
(start/end)
Name of
consortium
members, if any
JKP
Deponija
Mostar
2012/2013
-
Detailed project description
The final design of the municipal waste disposal site, suitable for a population of 60,000 and
commissioned by the City of Mostar, was developed. The existing design documents were
finalised and aligned with local and international technical and legal requirements for
municipal solid waste disposal sites. The following technical solutions were developed as
part of the final design:









Enabling works concerning landscaping and the regulation of the Sušice river channel,
Entrance/exit zone (administration building, weigh-bridge, washing facility for the
bottom surface of lorries, petrol station, equipment and vehicle maintenance
workshop),
Recycling facility,
Landfill body,
Road infrastructure at the access to and within the landfill compound,
External lighting and power supply,
Drinking water supply, hydrant network, water reservoir,
Rain and foul water sewerage,
Treatment of leachate from the landfill body and the recycling facility.



Type of services provided
Geodetic survey of the site
Geotechnical investigation works
Hydraulic analysis and study
Ref.1
Project title
MODIFICATIONS AND SUPPLEMENTS TO THE FINAL DESIGN OF THE UBORAK SOLID WASTE
LANDFILL - MOSTAR


Development of the technical report and the
priced BoQ
Development of technical solutions and working
drawings
Key staff
Adnan Habibović, graduated civil engineer – team lead
Design team
Adnan Habibović, graduate civil engineer
Lejla Hajro, graduate architect
Amir Sinanović, graduated civil engineer
Alija Šunje, graduate civil engineer
Hamid Lihić, graduate electrical engineer
Ref.2
CONCEPTUAL DESIGN OF THE TREŠNJICA SANITARY LANDFILL, GORAŽDE
Project title
Name of legal entity
Country
IPSA INSTITUT
d.o.o.
Sarajevo
Bosna i
Hercegovina
Total
contract
value
(BAM)
Proportion
carried out by
legal entity
(%)
Number of
staff provided
7,000.00
100 %
6
Name of
client
Source of
funding
Dates (start/end)
Goražde
Municipality
Goražde
Municipality
December 2010 –
February 2011
Name of
consortium
members, if any
-
Detailed project description
The task of the consultant was to develop a preliminary design of the Trešnjica
sanitary landfill in Goražde Municipality, to be used as the sanitary landfill for the
Gornje Podrinje region. The following technical solutions were developed as part of
the design:
 landfill with an approximately 750m long access road,
 fencing and entrance area (guard booth, weigh-bridge, washing facility for the
bottom surface of lorries, administration building, laboratory, storeroom and
work shop, car parks for private and freight vehicles and a dog shelter),
 three-level landfill body with eight compartments,
 solution for roads within the compound,
 water supply and fire safety,
 foul and rain water sewerage,
 filtrate treatment by recirculation
 power supply.


Type of services provided
Calculation of the required disposal space with and without
recycling
Low voltage electric installations: connection to the external 10kV
distribution panel network, lighting installations (general and
emergency), lightning protection installations, potential
equalisation installations.
Ref.2
Project title
CONCEPTUAL DESIGN OF THE TREŠNJICA SANITARY LANDFILL, GORAŽDE

Extra-low voltage installations: telephone system, LAN network,
fire alert system and video surveillance system
 Solution for the L= 733.83 m long access road suitable for a design
speed of 40 km/h
 Outline for the landfill filtrate treatment
 Outline for water supply to the landfill, including interception and
a V=2x100 m3 reservoir
Key staff
Đemil Fejzić, graduate civil engineer
Design team
Đemil Fejzić, graduate civil engineer
Nerma Ligata, graduate civil engineer
Ref.3
Name of legal entity
IPSA INSTITUT
d.o.o.
Sarajevo
REVIEW OF THE TECHNOLOGICAL REPORT ON AND FINAL DESIGN OF REHABILITATING THE EXISTING
VIŠNJIK MUNICIPAL WASTE LANDFILL AT ZRNIĆI AND CONSTRUCTION OF ACCOMPANYING STRUCTURES
SUITABLE FOR SANITARY DISPOSAL UNTIL THE LANDFILL IS SHUT DOWN - GRADAČAC
Total
Proportion
Name of
contract
carried out by
Number of
Name of
Source of
consortium
Country
value
legal entity
staff provided
Dates (start/end)
client
funding
members, if any
(BAM)
(%)
JP
"Komunalac"
JP
Bosnia and
April 2013- May
7,000.00
100 %
7
d.d. Gradačac "Komunalac"
Herzegovina
2013
(Public
dd Gradačac
Company)
Detailed project description
Project title
The existing landfill at Zrnići in Gradačac is earmarked for phasing out, because it
does not meet the standards of sanitary disposal of solid municipal waste and
conform to the regional solid waste disposal system in the Federation of BiH.
Environmental impacts of the landfill and its stretched capacities dictate that it is
rehabilitated and phased out.
Type of services provided
Ref.3
Project title
REVIEW OF THE TECHNOLOGICAL REPORT ON AND FINAL DESIGN OF REHABILITATING THE EXISTING
VIŠNJIK MUNICIPAL WASTE LANDFILL AT ZRNIĆI AND CONSTRUCTION OF ACCOMPANYING STRUCTURES
SUITABLE FOR SANITARY DISPOSAL UNTIL THE LANDFILL IS SHUT DOWN - GRADAČAC
The review of the Technical Report included the following design
portions:
 Technical report,
 Architectural portion of the design,
 Structural portion of the design,
 Hydraulic portion of the design,
 Road portion of the design,
 Electrical portion of the design,
Key staff
Design team
Prof.dr.Munir Jahić,
Jasmina Čomić, graduate chemical engineer
E.Mašnić, graduate civil engineer
Mirza Bašalić, graduate architect
Adnan Habibović, graduate civil engineer
Amir Sinanović, graduate civil engineer
Ref.4
Project title
Name of legal
entity
Country
IPSA INSTITUT
d.o.o.
Sarajevo
Bosnia and
Herzegovina
Total
contract
value
(BAM)
24,570.00
CONCEPTUAL AND FINAL DESIGNS OF
DRAINAGE OF ALL AREAS WITHIN THE SARAJEVO INTERNATIONAL AIRPORT, IN LINE WITH THE MASTER PLAN
Proportion
Number of
Name of
carried out
staff
consortium
by legal
Name of client
Source of funding Dates (start/end)
provided
members, if any
entity (%)
100 %
5
Detailed project description
Conceptual and final drainage designs were developed for all surface areas
within the airport in line with the Master Plan. Technical solutions for
rainwater caption and evacuation, pertaining to two separate basins –
Željeznica and Dobrinja, were provided for a trafficked surface area
exceeding 30 ha as well as for other surfaces measuring 25 ha. A hydrologic
precipitation analysis was developed.
SARAJEVO
INTERNATIONAL
AIRPORT
SARAJEVO
INTERNATIONAL
AIRPORT
2007-2011
-
Ref.4
Project title
CONCEPTUAL AND FINAL DESIGNS OF
DRAINAGE OF ALL AREAS WITHIN THE SARAJEVO INTERNATIONAL AIRPORT, IN LINE WITH THE MASTER PLAN
Type of services provided
Apart from conceptual and final design development activities, such as:
 Geodetic site survey
 Hydraulic analysis and study
 Drafting of the technical report and the BoQ
 Development of technical solutions and working drawings
the activities performed included daily monitoring of the quality and rate of
execution of main sewerage construction works, approval of materials, updating
and signing off the site diary, certifying interim payment certificates and reporting
to and liaison with the Client.
Key staff
Enko Hubanić, graduate civil engineer – Team Lead
Design team
Enko Hubanić, graduate civil engineer
Anis Pehilj, graduate civil engineer
Elvir Alić, graduate civil engineer
Vedran Ibrulj, graduate civil engineer
Amra Zvizdić graduate civil engineer
Ref.5
Name of legal
entity
IPSA INSTITUT
d.o.o.
Sarajevo
Project title
Total
contract
Country
value
(BAM)
Bosnia and
Herzegovina
47,000.00
FINAL DESIGN OF THE WATER SUPPLY SYSTEM FOR THE GUBAVICA – PIJESCI AREA
Proportion
carried out
by legal
entity (%)
Number of
staff
provided
100 %
3
Detailed project description
Development of the Final Water Supply Design for the Gubavica – Pijesci
area, Mostar, as well as the final desing for two reservoirs with a capacity of
V=2x75 m3 and V=2x200 m3 respectively. The total length of the water
supply network measures around 25 km.
Name of client
Source of funding
Dates (start/end)
THE CITY OF MOSTAR
THE CITY OF
MOSTAR
2011
Name of
consortium
members, if any
-
Ref.5
Project title
FINAL DESIGN OF THE WATER SUPPLY SYSTEM FOR THE GUBAVICA – PIJESCI AREA
Type of services provided
Preliminary and final design development activities:
 Geodetic site survey
 Hydraulic analysis and study
 Drafting of the technical report and BoQ
 Development of technical solutions and working drawings
Key staff
Muhamed Kapetanović, graduate civil engineer – Team Lead
Design team
Muhamed Kapetanović, dipl.ing.građ. graduate civil engineer
Lejla Hadžović, dipl.ing.građ graduate civil engineer
Željko Stare, engineering technician
Ref.6
Project title
Name of legal
entity
Country
IPSA INSTITUT
d.o.o.
Sarajevo
Bosnia and
Herzegovina
Total
contract
value
(BAM)
99,450.00
PRELIMINARY AND FINAL DESIGNS OF THE SEWERAGE SYSTEM AND FOUL WASTE WATER TREATMENT SYSTEM –
BOSANSKI PETROVAC
Proportion
Number of
Name of
carried out
staff
consortium
by legal
Name of client
Source of funding Dates (start/end)
provided
members, if any
entity (%)
100 %
9
BOSANSKI PETROVAC
MUNICIPALITY
BOSANSKI
PETROVAC
MUNICIPALITY
2010
Detailed project description
Preliminary and final designs of the sewerage network with a design channel
length of approx. 35.0 km, 300mm to 500mm profiles and a 10 000 ES
central waste water treatment device. The Environmental Impact
Assessment for the Sewerage System forms a part of the documents
Type of services provided
Preliminary and final design development activities:
 Geodetic site survey
 Hydraulic analysis and study
 Drafting of the technical report and BoQ
-
Ref.6
Project title
PRELIMINARY AND FINAL DESIGNS OF THE SEWERAGE SYSTEM AND FOUL WASTE WATER TREATMENT SYSTEM –
BOSANSKI PETROVAC
 Development of technical solutions and working drawings
Key staff
Muhamed Kapetanović, graduate civil engineer – Team Lead
Design team
Muhamed Kapetanović, graduate civil engineer
Nerma Ligata, graduate civil engineer
Ref.7
Name of legal
entity
IPSA INSTITUT
d.o.o.
Sarajevo
FINAL DESIGNS: ZENICA - SARAJEVO – MOSTAR MOTORWAY, SECTION VLAKOVO-LEPENICA,
- EXTERNAL DRAINAGE, INTERNAL DRAINAGE AND WATERPROOFING OF THE ROAD AND MOTORWAY
Project title
STRUCTURES;
- WATER SUPPLY AND SEWERAGE INSTALLATIONS FOR TOLL STATIONS VLAKOVO AND LEPENICA
Total
Proportion
Number of
Name of
contract
carried out
staff
consortium
Country
value
by legal
Name of client
Source of funding Dates (start/end)
provided
members, if any
(BAM)
entity (%)
FEDERAL
FEDERAL
DIRECTORATE FOR
DIRECTORATE FOR
MOTORWAY
Bosnia and
MOTORWAY
219,500.00
100
10
CONSTRUCTION,
2010
Herzegovina
CONSTRUCTION,
MANAGEMENT
MANAGEMENT AND
AND
MAINTENANCE
MAINTENANCE
Detailed project description
External and internal surface water drainage systems, including treatment
solutions and layouts, were designed for an approx. 7km long motorway
stretch. The channels are approx. 16.0 km long in total. The design channel
diameters measure from 160 mm to 600 mm. The internal drainage system
includes all bridge structures and three tunnels.
Design of water supply and sewerage installations for 2 toll stations
The share of hydraulic engineering design work in the overall design value is
10%.
Ref.7
Project title
FINAL DESIGNS: ZENICA - SARAJEVO – MOSTAR MOTORWAY, SECTION VLAKOVO-LEPENICA,
- EXTERNAL DRAINAGE, INTERNAL DRAINAGE AND WATERPROOFING OF THE ROAD AND MOTORWAY
STRUCTURES;
- WATER SUPPLY AND SEWERAGE INSTALLATIONS FOR TOLL STATIONS VLAKOVO AND LEPENICA
Type of services provided
Apart from preliminary and final design development activities, such as:
 Geodetic site survey
 Hydraulic analysis and study
 Drafting of the technical report and BoQ
 Development of technical solutions and working drawings,
hydraulic engineering works were supervised – daily monitoring of the quality and
rate of execution of construction works, approval of materials, updating and signing
off the site diary, certifying interim payment certificates and liaison with the Client.
Ref.7
Project title
FINAL DESIGNS: ZENICA - SARAJEVO – MOSTAR MOTORWAY, SECTION VLAKOVO-LEPENICA,
- EXTERNAL DRAINAGE, INTERNAL DRAINAGE AND WATERPROOFING OF THE ROAD AND MOTORWAY
STRUCTURES;
- WATER SUPPLY AND SEWERAGE INSTALLATIONS FOR TOLL STATIONS VLAKOVO AND LEPENICA
Key staff
Amir Sinanović, graduate civil engineer – Supervision Engineer
Design team
Adnan Habibović, dipl.ing.građ, graduate civil engineer
Amir Sinanović, dipl.ing.građ, graduate civil engineer
Muhamed Kapetanović, dipl.ing.građ, graduate civil engineer
Lejla Hadžović, dipl.ing.građ, graduate civil engineer
Manja Palandžić, dipl.ing.građ, graduate civil engineer
Indira Murtić, dipl.ing.građ, graduate civil engineer
Tatjana Lovre, dipl.ing.građ, graduate civil engineer
Ahmed el Sayed, dipl.ing.građ, graduate civil engineer
Hanka Ohranović-Cocalić, dipl.ing.građ, graduate civil engineer
Jasmina Marić, dipl.ing.arh. graduate architect
Ref.8
Name of legal
entity
IPSA INSTITUT
d.o.o.
Sarajevo
Project title
Total
contract
Country
value
(BAM)
Bosnia and
Herzegovina
CORRIDOR VC MOTORWAY, SECTION: POČITELJ - ZVIROVIĆI, LOT 1
Proportion
carried out
by legal
entity (%)
4,523,278.00
45,7
Number of
staff
provided
12
Name of client
Source of funding
Dates (start/end)
JP AUTOCESTE FBiH
(PUBLIC COMPANY
MOTORWAYS OF
FBIH)
JP AUTOCESTE
FBiH
2014
Name of
consortium
members, if any
DIVEL doo
Sarajevo
Detailed project description
NORMALNI POPRECNI PRESJEK ODVODNJE TUNELA MJ 1:50
6.699
6.698
Teoretska linija iskopa
Mlazni beton B 25/30 d=5-20 cm
Izravnavajuci sloj malaznog betona d=3-5 cm
PVC hidroizolaciona membrana sa geotekstilom
Sekundarna obloga, d=30 cm, B 25/30
External and internal surface water drainage systems, including treatment
solutions and treated water layouts, were designed for an approx. 7km long
motorway stretch. The channels are approx. 16.0 km long in total. The
design channel diameters measure from 160 mm to 600 mm. The internal
drainage system includes all 4 bridges and tunnel drainage. It is worth
mentioning that an internal drainage system design was developed for the
975m long Počitelj bridge as well as for the 1100m long Počitelj twin-tube
tunnel.
Design of water supply and sewerage installations for 2 toll stations
The share of hydraulic engineering design work in the overall value of IPSA’s
Contract is 10%.
Theoretical excavation profile
Shotcrete B 25/30 d=5-20 cm
Shotcrete backing for waterproofing d=3-5cm
PVC waterproofing with geotextile
Inner linning d=30 cm, B 25/30
4.701
NAPOMENA:

Zaštitni filc je geotekstil sa neprekidnim
nepletenim poli-propilenskim vlaknima min.
težine 500g/m2

PVC (poli-vinil-hlorid) hidroizolaciona
membrana je min. debljine 2,0 mm,
vodonepropusna na pritisak od 10 bara u
trajanju od 10 sati
4.699
Remark:

Protective geotextile is a geotextile with
unwoven polipropilene fibres with minimal
weight 500 g/m2

PVC waterproof membrane with minimal
thickness of 2.0 mm, waterproof at 10 bar
pressure for duration of 10 hours
1.995
Liveni asfalt d=2,0 cm
AB montažna ploca, d=12,0 cm
Prefabricirani ivicnjak
Izravnavajuci malter
Drenažni beton
Drenažna cijev DN-200
Traka za uzmeljenje
Štap za uzemljenje
PRESJEK I
0.087
0.000
2,5%
0.052
-0.087
30
-0.742
PP DN 200 SN8 i=2%
-0.800
-0.939
PP DN 200 SN8 i=2%
Drenažni beton / Porous
concrete
PP DN 250 SN8 i=3%
Sifonski šaht
Podužna drenaža / Longitudinal
drainage
PRESJEK I
Asphalt pavement (4+7+7), d=18 cm
Mixture of gravel and cement, d=20 cm
Bearing course (MNS, D45), d=25 cm
Geotextil
Filter layer d=20cm
Glavni kolektor /
Internal drainage collector
Asfaltni kolovoz (4+7+7), d=18 cm
Cementna stabililzacija d=20 cm
Nevezani nosivi sloj (MNS, D45) d=25 cm
Geotekstil
Filterski sloj d=20cm
BETONSKA PODLOGA C25/35 /
CONCRETE BASE C25/35
BETONSKA OBLOGA C25/35 /
CONCRETE COATING C25/35
107.5
174.4
699.8
699.8
Cast asphalt d=2.0 cm
RC precast slab d=12.0 cm
Precast kerb
Levelling mortar
Porous concrete
Drainage pipe DN-200
Earthing
Spacer bar
109
177.5
Ref.8
Project title
CORRIDOR VC MOTORWAY, SECTION: POČITELJ - ZVIROVIĆI, LOT 1
NORMALNI POPRECNI PRESJEK ODVODNJE TUNELA SA PODNOŽNIM SVODOM MJ 1:50
6.699
TUNNEL AXIS
CLEARANCE AXIS
6.698
OSOVINA TUNELA
4.701
Theoretical excavation profile
Shotcrete B 25/30 d=20 cm
Shotcrete backing for waterproofing d=3-5cm
PVC waterproofing with geotextile
Inner linning d=30 cm, B 25/30
4.699
OSOVINA GABARITA
Teoretska linija iskopa
Mlazni beton B 25/30 d=20 cm
Izravnavajuci sloj malaznog betona d=3-5 cm
PVC hidroizolaciona membrana sa geotekstilom
Sekundarna obloga, d=30 cm, B 25/30
1.995
1.748
92.7
85
Liveni asfalt d=2,0 cm
AB montažna ploca, d=12,0 cm
Prefabricirani ivicnjak
Izravnavajuci malter
Drenažni beton
Drenažna cijev DN-200
Uzmeljenje
55
93.6
35
350
350
35
55
85
55
Cast asphalt d=2.0 cm
RC precast slab d=12.0 cm
Precast kerb
Levelling mortar
Porous concrete
Drainage pipe DN-200
Earthing
55
0.248
0.087
0.000
2,5%
0.052
-0.087
30
30
-0.485
-0.641
07
-0.455
-0.631
R1
Drenažni beton / Porous
concrete
-2.374
Asfaltni kolovoz (4+7+7), d=18 cm
Cementna stabililzacija d=20 cm
Nevezani nosivi sloj (MNS, D45) d=25 cm
Ispuna od tamponskoom materijala
Beton podnožnog svoda d>50 cm C 25/30
-0.939
Asphalt pavement (4+7+7), d=18 cm
Mixture of gravel and cement, d=20 cm
Bearing course (MNS, D45), d=25 cm
Lean gravel
Invert concrete d>50 cm C 25/30
Glavni kolektor /
Internal drainage collector
BETONSKA PODLOGA C25/35 /
CONCRETE BASE C25/35
BETONSKA OBLOGA C25/35 /
CONCRETE COATING C25/35
107.5
20
Podužna drenaža / Longitudinal
drainage
50
20
07
R1
-0.742
699.8
109
NAPOMENA:

Zaštitni filc je geotekstil sa neprekidnim
nepletenim poli-propilenskim vlaknima min.
težine 500g/m2

PVC (poli-vinil-hlorid) hidroizolaciona
membrana je min. debljine 2,0 mm,
vodonepropusna na pritisak od 10 bara u
trajanju od 10 sati
Remark:

Protective geotextile is a geotextile with
unwoven polipropilene fibres with minimal
weight 500 g/m2

PVC waterproof membrane with minimal
thickness of 2.0 mm, waterproof at 10 bar
pressure for duration of 10 hours
Type of services provided
Preliminary and final design development activities:
 Geodetic site survey
 Hydraulic analysis and study
 Drafting of the technical report and BoQ
 Development of technical solutions and working drawings for
internal drainage and waterproofing
Key staff
Adnan Habibović, graduate civil engineer – Project Coordinator
Design team
Adnan Habibović, graduate civil engineer
Amir Sinanović, graduate civil engineer
Muhamed Kapetanović, graduate civil engineer
Lejla Hadžović, graduate civil engineer
Manja Palandžić, graduate civil engineer
Indira Murtić, graduate civil engineer
Tatjana Lovre, graduate civil engineer
Ahmed el Sayed, graduate civil engineer
Hanka Ohranović-Cocalić, graduate civil engineer
Jasmina Marić, graduate architect
Ref.9
Project title
Name of
legal entity
Country
IPSA
INSTITUT
d.o.o.
Sarajevo
Bosnia and
Herzegovina
Total
contract
value
(BAM)
49,000.00
PRELIMINARY REHABILITATION AND EXTENSION DESIGN OF THE TREBINJE WASTE WATER TREATMENT PLANT
50.000 PE
Proportion
Name of
carried out
Number of
consortium
by legal
staff provided
Name of client
Source of funding
Dates (start/end)
members, if any
entity (%)
100
5
THE CITY OF
TREBINJE
THE CITY OF
TREBINJE
2014
Detailed project description
Development of the final rehabilitation and extension design of the Trebinje
waste water treatment plant. The preliminary design for phase I of the
rehabilitation and extension of the Trebinje WWTP was developed in line
with the feasibility study. The design is comprised of the technological,
hydraulic engineering and electrical engineering portions. The existing plant
has a total capacity of 50.000 PE, 30.000 PE generated by the population and
20.000 PE generated by the industry. The envisaged rehabilitation works
comprise:
- Replacement of the existing coarse and fine screens
- Replacement of the drives of primary and secondary traps
- Overhaul and installation of new drives for the raw water and
primary sludge pumping stations
- Overhaul of surface aerators
- Rehabilitation of the sludge digestion plant – replacement of pumps,
Type of services provided
heat exchangers and the cogeneration plant
Preliminary design development activities:
Envisaged construction works on new structures:
 Geodetic site survey
- Anaerobic pool
 Hydraulic analysis and study
- Gravity belt sludge thickener
 Drafting of the technical report and BoQ
- Digested sludge storage pool
- Dewater sludge cake storage
 Development of technical solutions and working drawings
New pipelines measuring 520m' in total are envisaged as part of the
Key staff
-
Ref.9
Project title
rehabilitation and extension works.
PRELIMINARY REHABILITATION AND EXTENSION DESIGN OF THE TREBINJE WASTE WATER TREATMENT PLANT
50.000 PE
Adnan Habibović, graduate civil engineer –Project Coordinator
Design team
Boštjan Žigon, graduate mechanical engineer
Adnan Habibović, graduate civil engineer
Hamid Lihić, dipl.ing.el graduate electrical engineer