All HYDRO projects Download here

Ref.1 Project titleMODIFICATIONS AND SUPPLEMENTS TO THE FINAL DESIGN OF THE UBORAK SOLID WASTE

LANDFILL - MOSTAR

Name of legal entity Country

Total contract value(BAM)

Proportion carried out by legal entity (%)

Number of staff provided Name of

clientSource of funding

Dates (start/end)

Name of consortium

members, if any

IPSA INSTITUT d.o.o.Sarajevo

Bosnia and Herzegovina 49,000.00 100 % 5

JKP Deponija Mostar (Public

Cantonal Company Deponija Mostar)

JKP Deponija Mostar

2012/2013 -

Detailed project descriptionThe 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 muni-cipal 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 Development of the technical report and the

Ref.1 Project titleMODIFICATIONS AND SUPPLEMENTS TO THE FINAL DESIGN OF THE UBORAK SOLID WASTE

LANDFILL - MOSTAR

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 engineerAlija Šunje, graduate civil engineer

Hamid Lihić, graduate electrical engineer

Ref.2 Project title CONCEPTUAL DESIGN OF THE TREŠNJICA SANITARY LANDFILL, GORAŽDE


Total contract

value(BAM)

Proportion carried out by

legal entity (%)


clientSource of funding Dates (start/end)

Name of consortium

members, if any

IPSA INSTITUT d.o.o.

Sarajevo

Bosna i Hercegovina 7,000.00 100 % 6 Goražde

MunicipalityGoražde

MunicipalityDecember 2010 –

February 2011 -

Detailed project descriptionThe 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 reservoirKey staff

Đemil Fejzić, graduate civil engineer

Design team

Đemil Fejzić, graduate civil engineerNerma Ligata, graduate civil engineer

Ref.3 Project titleREVIEW 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 contract

value(BAM)

Proportion carried out by

legal entity (%)


clientSource of funding Dates (start/end)

Name of consortium

members, if any


Sarajevo


JP "Komunalac" d.d. Gradačac

(Public Company)

JP "Komunalac" dd Gradačac

April 2013- May 2013 -

Detailed project descriptionThe 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 con-form to the regional solid waste disposal system in the Federation of BiH. Environ-mental impacts of the landfill and its stretched capacities dictate that it is rehabilit-ated and phased out.

Type of services provided

Ref.3 Project titleREVIEW 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 por-tions:

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 teamProf.dr.Munir Jahić,

Jasmina Čomić, graduate chemical engineerE.Mašnić, graduate civil engineerMirza Bašalić, graduate architect

Adnan Habibović, graduate civil engineerAmir Sinanović, graduate civil engineer

Ref.4 Project title CONCEPTUAL AND FINAL DESIGNS OFDRAINAGE OF ALL AREAS WITHIN THE SARAJEVO INTERNATIONAL AIRPORT, IN LINE WITH THE MASTER PLAN


Total contract

value(BAM)

Proportion carried out

by legal entity (%)

Number of staff

provided Name of client Source of funding Dates (start/end)

Name of consortium

members, if any


Sarajevo


SARAJEVO INTERNATIONAL

AIRPORT

SARAJEVO INTERNATIONAL

AIRPORT2007-2011 -

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.

Ref.4 Project title CONCEPTUAL AND FINAL DESIGNS OFDRAINAGE OF ALL AREAS WITHIN THE SARAJEVO INTERNATIONAL AIRPORT, IN LINE WITH THE MASTER PLAN

Type of services providedApart 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 execu-tion 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 LeadDesign team

Enko Hubanić, graduate civil engineerAnis Pehilj, graduate civil engineerElvir Alić, graduate civil engineer

Vedran Ibrulj, graduate civil engineerAmra Zvizdić graduate civil engineer

Ref.5 Project title FINAL DESIGN OF THE WATER SUPPLY SYSTEM FOR THE GUBAVICA – PIJESCI AREA


Total contract

value(BAM)


by legal entity (%)

Number of staff


Name of consortium

members, if any


Sarajevo

Bosnia and Herzegovina 47,000.00 100 % 3 THE CITY OF MOSTAR THE CITY OF

MOSTAR 2011 -

Detailed project descriptionDevelopment 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.

Ref.5 Project title FINAL DESIGN OF THE WATER SUPPLY SYSTEM FOR THE GUBAVICA – PIJESCI AREA

Type of services providedPreliminary 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 staffMuhamed Kapetanović, graduate civil engineer – Team Lead

Design team

Muhamed Kapetanović, dipl.ing.građ. graduate civil engineerLejla Hadžović, dipl.ing.građ graduate civil engineer

Željko Stare, engineering technician

Ref.6 Project title PRELIMINARY AND FINAL DESIGNS OF THE SEWERAGE SYSTEM AND FOUL WASTE WATER TREATMENT SYSTEM – BOSANSKI PETROVAC


Total contract

value(BAM)


by legal entity (%)

Number of staff


Name of consortium

members, if any


Sarajevo

Bosnia and Herzegovina 99,450.00 100 % 9 BOSANSKI PETROVAC

MUNICIPALITY

BOSANSKI PETROVAC

MUNICIPALITY2010 -

Detailed project descriptionPreliminary 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


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 drawingsKey staff

Muhamed Kapetanović, graduate civil engineer – Team LeadDesign team

Muhamed Kapetanović, graduate civil engineerNerma Ligata, graduate civil engineer

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


Total contract

value(BAM)


by legal entity (%)

Number of staff


Name of consortium

members, if any


Sarajevo

Bosnia and Herzegovina 219,500.00 100 10

FEDERAL DIRECTORATE FOR

MOTORWAY CONSTRUCTION,

MANAGEMENT AND MAINTENANCE

FEDERAL DIRECTORATE FOR

MOTORWAY CONSTRUCTION, MANAGEMENT

AND MAINTENANCE

2010 -

Detailed project descriptionExternal 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 stationsThe share of hydraulic engineering design work in the overall design value is 10%.

Ref.7 Project title



Type of services providedApart 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



Key staffAmir Sinanović, graduate civil engineer – Supervision Engineer

Design teamAdnan Habibović, dipl.ing.građ, graduate civil engineerAmir Sinanović, dipl.ing.građ, graduate civil engineer

Muhamed Kapetanović, dipl.ing.građ, graduate civil engineerLejla Hadžović, dipl.ing.građ, graduate civil engineer

Manja Palandžić, dipl.ing.građ, graduate civil engineerIndira Murtić, dipl.ing.građ, graduate civil engineerTatjana Lovre, dipl.ing.građ, graduate civil engineer

Ahmed el Sayed, dipl.ing.građ, graduate civil engineerHanka Ohranović-Cocalić, dipl.ing.građ, graduate civil engineer

Jasmina Marić, dipl.ing.arh. graduate architect

Ref.8 Project title CORRIDOR VC MOTORWAY, SECTION: POČITELJ - ZVIROVIĆI, LOT 1


Total contract

value(BAM)


by legal entity (%)

Number of staff


Name of consortium

members, if any


Sarajevo

Bosnia and Herzegovina 4,523,278.00 45,7 12

JP AUTOCESTE FBiH (PUBLIC COMPANY MOTORWAYS OF

FBIH)

JP AUTOCESTE FBiH 2014 DIVEL doo

Sarajevo

Detailed project description

BETONSKA OBLOGA C25/35 /CONCRETE COATING C25/35

PRESJEK I

PRESJEK I

NORMALNI POPRECNI PRESJEK ODVODNJE TUNELA MJ 1:50

699.8

109107.5

6.699 6.698

4.6994.701

0.052-0.087

0.0870.000

699.8

-0.939-0.742

Drenažna cijev DN-200Drenažni beton

Prefabricirani ivicnjakAB montažna ploca, d=12,0 cm

Liveni asfalt d=2,0 cm

Izravnavajuci malter

Traka za uzmeljenje

174.4 177.5

Asfaltni kolovoz (4+7+7), d=18 cmCementna stabililzacija d=20 cmNevezani nosivi sloj (MNS, D45) d=25 cmGeotekstilFilterski sloj d=20cm

-0.800

Asphalt pavement (4+7+7), d=18 cmMixture of gravel and cement, d=20 cm

Bearing course (MNS, D45), d=25 cmGeotextil

Filter layer d=20cm

Theoretical excavation profileShotcrete B 25/30 d=5-20 cmShotcrete backing for waterproofing d=3-5cmPVC waterproofing with geotextileInner linning d=30 cm, B 25/30

Drainage pipe DN-200Porous concrete

Precast kerbRC precast slab d=12.0 cmCast asphalt d=2.0 cm

Levelling mortar

EarthingSpacer barŠtap za uzemljenje

Teoretska linija iskopaMlazni beton B 25/30 d=5-20 cm

Izravnavajuci sloj malaznog betona d=3-5 cmPVC hidroizolaciona membrana sa geotekstilom

Sekundarna obloga, d=30 cm, B 25/30

NAPOMENA: Zaštitni filc je geotekstil sa neprekidnim

nepletenim poli-propilenskim vlaknima min.težine 500g/m2

PVC (poli-vinil-hlorid) hidroizolacionamembrana je min. debljine 2,0 mm,vodonepropusna na pritisak od 10 bara utrajanju od 10 sati

Remark: Protective geotextile is a geotextile with

unwoven polipropilene fibres with minimalweight 500 g/m2

PVC waterproof membrane with minimalthickness of 2.0 mm, waterproof at 10 barpressure for duration of 10 hours

2,5%

1.995

Podužna drenaža / Longitudinaldrainage

Glavni kolektor /Internal drainage collector

Drenažni beton / Porousconcrete

PP DN 200 SN8 i=2%

PP DN 200 SN8 i=2%PP DN 250 SN8 i=3%

Sifonski šaht

BETONSKA PODLOGA C25/35 /CONCRETE BASE C25/35

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 stationsThe share of hydraulic engineering design work in the overall value of IPSA’s Contract is 10%.

Ref.8 Project title CORRIDOR VC MOTORWAY, SECTION: POČITELJ - ZVIROVIĆI, LOT 1

OS

OV

INA

GAB

ARIT

A

OS

OV

INA

TUN

ELA

6.699 6.698

4.6994.701

-0.631

-2.374

-0.455

0.000

-0.939-0.742

Asfaltni kolovoz (4+7+7), d=18 cmCementna stabililzacija d=20 cm

Nevezani nosivi sloj (MNS, D45) d=25 cmIspuna od tamponskoom materijala

Beton podnožnog svoda d>50 cm C 25/30

Asphalt pavement (4+7+7), d=18 cmMixture of gravel and cement , d=20 cmBearing course (MNS, D45), d=25 cmLean gravelInvert concrete d>50 cm C 25/30

TUN

NE

L A

XIS

CLE

AR

ANCE

AX

IS

NAPOMENA: Zaštitni filc je geotekstil sa neprekidnim

nepletenim poli-propilenskim vlaknima min.težine 500g/m2

PVC (poli-vinil-hlorid) hidroizolacionamembrana je min. debljine 2,0 mm,vodonepropusna na pritisak od 10 bara utrajanju od 10 sati

Remark: Protective geotext ile is a geotextile with

unwoven polipropilene fibres with minimalweight 500 g/m2

PVC waterproof membrane with minimalthickness of 2.0 mm, waterproof at 10 barpressure for durat ion of 10 hours

NORMALNI POPRECNI PRESJEK ODVODNJE TUNELA SA PODNOŽNIM SVODOM MJ 1:50

2,5%

Drainage pipe DN-200Porous concrete

Precast kerbRC precast slab d=12.0 cmCast asphalt d=2.0 cm

Levelling mortar

Earthing

Theoretical excavation profileShotcrete B 25/30 d=20 cmShotcrete backing for waterproof ing d=3-5cmPVC waterproof ing with geotextileInner l inning d=30 cm, B 25/30

Drenažna cijev DN-200Drenažni beton

Prefabricirani iv icnjakAB montažna ploca, d=12,0 cm

Liveni asfalt d=2,0 cm

Izravnavajuci malter

Uzmeljenje

Teoretska linija iskopaMlazni beton B 25/30 d=20 cm

Izravnavajuci sloj malaznog betona d=3-5 cmPVC hidroizolaciona membrana sa geotekstilom

Sekundarna obloga, d=30 cm, B 25/30

20

109107.5

20

0.052-0.087

0.0870.248

699.8

93.692.71.748

1.995

5555

3503585

55 55

350 35 85

-0.485-0.641

0.000

Glavni kolektor /Internal drainage collector

Pod užna drenaža / L ongitudinaldrainage

Dre nažni beton / Porousconcret e

BETONSKA PODLOGA C2 5/35 /CONCRETE BASE C25/35

BE TO NSKA OBLOG A C25/35 /CONCRETE COATI NG C25/ 35


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 waterproofingKey staff

Adnan Habibović, graduate civil engineer – Project Coordinator

Design teamAdnan Habibović, graduate civil engineerAmir Sinanović, graduate civil engineer

Muhamed Kapetanović, graduate civil engineerLejla Hadžović, graduate civil engineer

Manja Palandžić, graduate civil engineerIndira Murtić, graduate civil engineerTatjana Lovre, graduate civil engineer

Ahmed el Sayed, graduate civil engineerHanka Ohranović-Cocalić, graduate civil engineer

Jasmina Marić, graduate architect

Ref.9 Project title PRELIMINARY REHABILITATION AND EXTENSION DESIGN OF THE TREBINJE WASTE WATER TREATMENT PLANT 50.000 PE


Total contract

value(BAM)


by legal entity (%)

Number of staff provided Name of client Source of funding Dates (start/end)

Name of consortium

members, if any

IPSA INSTITUT

d.o.o.Sarajevo

Bosnia and Herzegovina 49,000.00 100 5 THE CITY OF

TREBINJETHE CITY OF

TREBINJE 2014 -

Detailed project descriptionDevelopment 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,

heat exchangers and the cogeneration plantEnvisaged construction works on new structures:

- Anaerobic pool- Gravity belt sludge thickener- Digested sludge storage pool- Dewater sludge cake storage

New pipelines measuring 520m' in total are envisaged as part of the

Type of services providedPreliminary 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 staffAdnan Habibović, graduate civil engineer –Project Coordinator

Ref.9 Project title PRELIMINARY REHABILITATION AND EXTENSION DESIGN OF THE TREBINJE WASTE WATER TREATMENT PLANT 50.000 PE

rehabilitation and extension works. Design teamBoštjan Žigon, graduate mechanical engineer

Adnan Habibović, graduate civil engineerHamid Lihić, dipl.ing.el graduate electrical engineer

All HYDRO projects Download here

Documents

Transcript of All HYDRO projects Download here