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Bridge-design services

Υπουργείο Ανάπτυξης, Ανταγωνιστικότητας, Υποδομών, Μεταφορών και Δικτύων/Γεν. Γραμματεία Δημ. Έργων/Γεν. Δ/νση Συγκ. Έργων/Δ/νση Μελετών Έργων Οδοποιίας (Δ.Μ.Ε.Ο.) | Published April 26, 2013  -  Deadline May 27, 2013
cpvs
71322300, 71325000, 71334000, 71351810

Bridge-design services

Study on the construction of the bridge VISTRIZA and access

Περιφέρεια Στερεάς Ελλάδας | Published June 29, 2013  -  Deadline August 19, 2013
cpvs
71322500, 71327000

The study aims at improvement / widening of provincial road Sperhiada - High in the existing bridge Vistriza with the provision of a new bridge near the site of the existing, and required road accesses. The intended route is expected to have double-lane section with a total length of 1.00 mm and the length of the bridge will be approximately 160.00 meters.

Bridge overpass Afandou upon EO Rhodes - Lindos

Περιφέρεια Νοτίου Αιγαίου | Published October 5, 2013  -  Deadline December 3, 2013
cpvs
45221111

It involves construction of a bridge overpass in Afandou Rhodes Island.

"Bridge overpass Afandou on EO Rhodes - Lindos "

Περιφέρεια Νοτίου Αιγαίου | Published May 17, 2014
cpvs
45221111

It involves the construction of a bridge in U. Afandou on the National Road Rhodes - Lindos.

Bridge-design services

Περιφέρεια Κεντρικής Μακεδονίας - Διεύθυνση Τεχνικών Έργων | Published March 29, 2013
Winner
Σύμπραξη Γραφείων Μελετών : ΓΑΙΑ ΑΕ Μελετών, Ροίκος Συμβουλοί Μηχανικοί ΑΕ, Τάγρες Νικόλαος Μοναστηρίου 95 546 27 Θεσσαλονίκη GREECE E-mail: info@gaiasa.gr Telephone: +30 2310516732 Fax: +30 2310555659
cpvs
71322300

Εκπόνηση στατικών μελετών τεχνικών έργων οδοποιίας και υδραυλική μελέτη οδικού τμήματος

Traversing bridge

Εθνικό Κέντρο Έρευνας και Τεχνολογικής Ανάπτυξης – ΕΚΕΤΑ | Published December 16, 2015
Winner
Δυναμική Έργων Α.Ε.
cpvs
42414220

Supply and installation of crane laboratory dynamometer for measuring vehicle emissions. Crane capacity 5 t (5 000 kg) with route (course) of 24 meters width (opening) 6 meters. Will be placed on a suitable metal scaffold with short overhangs (feet) fitting the drive rails as determined from initial concept design and requirements of the manufacturer varoulkoforea.

Bridge-design services

Υπουργείο Ανάπτυξης, Ανταγωνιστικότητας, Υποδομών, Μεταφορών και Δικτύων/Γεν. Γραμματεία Δημ. Έργων/Γεν. Διεύθυνση Συγκ. Έργων/Διεύθυνση Μελετών Έργων Οδοποιίας (ΔΜΕΟ) | Published June 7, 2014
Winner
Ν. Λουκατός και Συνεργατές ΑΕ, Stand Σύμβουλοι Μηχανικοί Τεχνικών και Αναπτυξιακών Έργων ΑΕ, Κεχρολόγος Θωμάς, Encodia Σύμβουλοι Μηχανικοί ΕΠΕΚαλύμνου 16Αθήνα 112 51 +30 2108665400 +30 2108675505
cpvs
71322300

To implement six footbridges (as approved feasibility study) required for road safety in the Attic is a need for the following studies: topographical studies (surveying the area every footbridge) Traffic studies (configuration nodes and light) Structural design vector of footbridge, stairways and foundation-Geotechnical investigation and laboratory rural and evaluate them geotechnical studies foundation-Electromechanical studies (lighting design and installation of lifts) Editors OSA-HSF-Drafting tender documents.

Bridge-design services

Υπουργείο Υποδομών, Μεταφορών και Δικτύων/Γεν. Γραμματεία Δημ. Έργων/Γεν. Διεύθυνση Συγκ. Έργων/Διεύθυνση Μελετών Έργων Οδοποιίας (ΔΜΕΟ) | Published June 28, 2014
Winner
ΜΕΤΕ ΣΥΣΜ Α.Ε,Σχίνας Ιωάννης του Αλφρέδου,Κριτινέλλη Ειρήνη του Δημητρίου,Υδράκτις Μελετητική Σύμβουλοι Μηχανικοί Α.Ε,ΤΟΤΗ Γκαμπριέλα του Σιτζισμουντ, Γριβάκη Γεωργία του Ελευθερίου,Όμικρον Ε.Π.Ε.Λεόντος Σόφου 20Θέρμη Θεσσαλονίκης 570 01 +30 2310402300 +30 2310402322
cpvs
71322300

Oλοκλήρωση των μελετών του οδικού τμήματος Γούρνες - Χερσόνησος του Β.Ο.Α.Κ. με την εκπόνηση συμπληρωματικών μελετητικών αντικειμένων όπως υδραυλικών μελετών (μελέτες οριοθέτησης, διόδευσης ομβρίων, αποχέτευσης οδών και κατασκευής συλλεκτήρος ομβρίων) για την διόδευση των ομβρίων της ευρύτερης περιοχής κατάντη των ανισοπέδων κόμβων Γουρνών και Καστελίου και την διόδευση των ομβρίων των κάτω διαβάσεων στις χ.θ. 1+367,44 και 7+487 του υπόψη τμήματος του ΒΟΑΚ, μελετών οδοποιίας και σήμανσης-ασφάλειας (βελτίωση υφιστάμενων οδών και μελέτη τεσσάρων ισοπέδων κόμβων επ' αυτών), τοπογραφική - κτηματογραφική αποτύπωση, κτηματολόγια και περιβαλλοντικές μελέτες των παραπάνω αναφερόμενων υδραυλικών και συγκοινωνιακών έργων, οριστικών μελετών των μεγάλων τεχνικών έργων ΒΟΑΚ (γέφυρες και άνω διαβάσεις), σήμανση - ασφάλεια του υπόψη τμήματος του ΒΟΑΚ (αρτηρία, παράπλευρες οδοί, κόμβοι), φυτοτεχνικές διαμορφώσεις των επιδεχομένων φυτεύσεως ζωνών του υπόψη τμήματος του ΒΟΑΚ και μελέτες ηλεκτροφωτισμού των κόμβων και των μεγάλων γεφυρών του υπόψη τμήματος του ΒΟΑΚ.

"Completion of the Fallen professionals:" Construction EO Oh monastery Sofades the section from km 9 274.59 (bridge) TO CH 17 811.35 »

Περιφέρεια Θεσσαλίας/Δ/νση Τεχνικών Έργων | Published July 30, 2013  -  Deadline September 10, 2013
cpvs
45233120

Purpose of this contract work is the construction of the remaining work to complete the contract work Outcast: "Construction of the National Road N. Monastery - Sofades section from km 9 274.59 (bridge) to km 811.35 17 "and other work required for the performance of the street traffic safely. We construct I / R in position Bridges and Ag Vissarios and will be held electric lighting and light signaling.

Providing Support Services for Implementation of the subproject FTI Epirus under the Act "Bridges of History and Tradition"

Περιφερειακή Ένωση Δήμων Ηπείρου | Published August 29, 2013
Winner
Koinoπραξία BridgetradΝαπολέοντος Ζέρβα 2Ιωάννινα 453 32 kx.bridgetrad@gmail.com +30 2651064600
cpvs
73000000, 73200000, 73300000

FTI Epirus participate, as lead partner with the Association of Prefecture of the region Apulia (Union of the Provinces of Puglia) in the implementation of the Act "Bridges of history and tradition" within the European Edaafikis Cooperation Programme Greece - Italy 2007-2013. The main objective of the Act is to promote and preserve the cultural heritage of the two participating regions of Epirus and Apulia through the promotion and development of traditional architecture namely traditional stone bridges. Both these regions are endowed with a beautiful natural landscape, and therefore the combination of nature and architecture of stone can offer enormous potential for the development of alternative forms of tourism. The Project is designed to implement the Contractor shall include the implementation of the following actions: B.1.1.1 Technical Services and Logistics B.1.1.2 B.1.1.3 Creating Primary Material Digitizing Primary Hardware and Database Development for the registration of B .1.1.4 Node Information Internet B.1.1.5 Create / Play Special Edition B.1.1.6 Design Informative entries for the Greek press and other media B.1.1.7 Creating a network of collaborating institutions involved in Tourism Promotion and Development B.1.1.8 Papyrological Exchange and Technology Transfer and Scientific Conference B.1.1.9 Design - Implementation Training Program B.1.1.10 Create and Play Multimedia Applications (CD-ROM) presentation of the Act and the CIP in framework which forms the present project B.1.1.11 Create / Play informative material B.1.1.12 Create Office Reception / Visitor information B.1.1.13 Festival Tour Thematic Study B.1.1.14 recording - capture the stone bridge B .1.1.15 Development Study of Alternative Forms of Tourism Exploitation of Stone Bridge

"Development of definitive studies two techniques - bridges in KP 7 + 531.32 (Bridge A / K Customs) and 12 + 463.16 (Bridge the Ag. Georgiou) in Section 61.1.1 "suburban street Serres" the Vertical Axis 61 "Serres-Kavala-Drama" - reference code 5294 "

Εγνατία Οδός ΑΕ | Published August 29, 2014
Winner
«Γαία Α.Ε. Μελετών Δ. Μαμούνης και ΣΙΑ» δ.τ. «Γαία Α.Ε. Μελετών»Μοναστηρίου 95Θεσσαλονίκη 546 27 info@gaiasa.gr +30 2310516732 +30 2310555659
cpvs
71320000, 71322000

As in II.1.1

Preparation of final designs of two (2) technical - bridges in KP 7 531.32 (Bridge A / K customs) and 12 463.16 (stream Bridge St. George) in Section 61.1.1 "Peri-urban street Serres" by Vertical Axis 61 "Serres - Drama - Kavala" - Ref 5294

Εγνατία Οδός Α.Ε. | Published August 23, 2013  -  Deadline October 3, 2013
cpvs
71320000, 71322000

As in II.1.1

Engineering design services

Εγνατία Οδός Α.Ε. | Published July 17, 2015
Winner
«Οbermeyer Ελλάς Ε.Π.Ε. Σύμβουλοι Μηχανικοί Ε.Π.Ε.» με δ.τ. «Οbermeyer Ελλάς Ε.Π.Ε.»
cpvs
71320000

Checking the final designs of twenty three (23) techniques: moat Christ Bridge in KP 0 + 958.56, Bridge underpass EO Thessaloniki -Serron in KP 2 + 091.95, Lower Ford Street K1 in KP 3+ 144.41, Lower Ford KA2 collateral pathway in KM 3+ 647.43, Lefkona Bridge in KP 4 + 058.06, Extension underpass K / D3 in KP 4 + 868 Overpass sector 3 in A / C E.V.Z. in CH 5+ 500.39, Extension K / D4 in KP 5+ 826.37, Extension underpass KD5 in KP 6 + 201.69, Extension bridge stream St. Barbara in KP 6 + 322.97, Bridge over the A / C N. Purpose-Neochoriou in KP 10+ 224.78, Bridge stream Ag. Anargyroi in KP 11+ 568.10, stream Bridge St. George Ch 2 + 059.73 in the side street, K / D8 industry to hospital in KP 12+ 778.70, K / D9 side street in KP 14+ 245.76, K / D10 industry to Drama in KP 14+ 577.12, Bridge stream Ag. Ioannou-Eptamylon in KP 15+ 127,00, L / R side street in KP 11+ 957.41, underpasses KD6 in KP 6 + 446.82, underpasses CCT 7 on KP 8+ 001.90, Bridge over the A / C Railway. Station -Nigritas in CH.TH.8 + 586.98, Bridge over the Customs node in KP 7 + 531.32, stream Bridge St. George Ch 12+ 463.16 in Section 61.1.1 "suburban street Serres' the Vertical Axis 61" Serres - Drama - Kavala ".

Engineering design services

Εγνατία Οδός ΑΕ | Published January 20, 2015
Winner
<CONTACT_DATA_WITHOUT_RESPONSIBLE_NAME><ORGANISATION><OFFICIALNAME>Γαία ΑΕ Μελετών Δ. Μαμούνης και ΣΙΑ, με ΔΤ «Γαία ΑΕ Μελετών»</OFFICIALNAME></ORGANISATION><ADDRESS>Μοναστηρίου 95</ADDRESS><TOWN>Θεσσαλονίκη</TOWN><POSTAL_CODE>546 27</POSTAL_CODE><COUNTRY VALUE="GR"/><E_MAILS><E_MAIL>info@gaiasa.gr</E_MAIL></E_MAILS><PHONE>+30 2310516732</PHONE><FAX>+30 2310555659</FAX></CONTACT_DATA_WITHOUT_RESPONSIBLE_NAME>
cpvs
71320000, 71322000, 71322300

Preparation of final nine studies (9) techniques, KP 6 + 322.97 (bridge extension stream Ag. Barbara), KP 10+ 224.78 (bridge to the A / R N. Purpose-Neochoriou), KP 11 + 568, 10 (bridge stream Ag. Agion), CH 2 + 059.73 (parapl. road stream St. George), CH 12 + 778.70 (K / W 8 industry to hospital), KP 14+ 245.76 (K / A 9 side street), KP 14+ 577.12 (K / D 10 industry and Drama), KP 15+ 127,00 (bridge stream St. John-Eptamylon) and KP 11 + 957.41 (A / D side street ) of Section 61.1.1 "suburban street Serres 'vertical axis 61' Serres-Kavala".

Functional restoration - security No. 25 provinces. tract (Region Ruler)

Περιφέρεια Ιονίων Νήσων – Περιφερειακή Ενότητα Κεφαλληνίας | Published September 24, 2013
Winner
Ιόνιος Α.Ε.Λεωφ. Ηρακλείου 266Ν. Ιωνία, Νομός Αττικής 142 31 +30 2102777331 +30 2102711130
cpvs
45230000, 45233120, 45221115

The project involves the construction of a bridge and other required works on the provincial road No. 25 (Argostoli - Fiskardo) in the ruler to restore part of it, which has fallen due to the fragmented existing tectonic fault zone. The project also involves the construction, improvement and widening of the existing road in the vicinity of the fault and mild interventions (signage, striping, security) to a greater length. The total length of the intervention is 820 m (from KP 2 KP +000 2 820). Provided the following tasks: - From KP 2 +135 to km 2 +410 (length 275 m), the improvement - widening of an adjustment to the existing highway and bridge construction aperture 80 m The bridge will consist of a composite body construction and the abutments to anchor outside the fractured zone with deep foundation . The bridge, in addition to the vector and the pavement will have sidewalks on both sides, guardrails, handrails and electric lighting. The road will have a lane width of 3.50 m and the separation strips width 0.25 m (cross section of like product type c2-D), while the bridge down widening 1.25m per lane. Besides the bridge, on the side of the embankment down shoulder width 0.75m highway safety and to the side of the trench down lined trench wall and foot. For the stability of the slopes of trenches and to halt rock forfeitures, expected to be invested with a metal grid and implement a system vrachopagidas (poles, wire mesh), passive rock anchors, drainage holes, witnesses monitoring shotcrete beneath the bridge deck Mr. A. Finally, the construction two sheeting retaining the downstream side of the alignment to support the foundation of the new road, approximately 40m. and 12m. respectively. - From KP 2 +000 to km 2 +135 and from km 2 +410 to km 2 820 (length 545 m) provides only striping, installation of guardrails at locations of missing and tagging KOK

Engineering design services for the construction of civil engineering works

Περιφέρεια Δυτικής Ελλάδας | Published April 28, 2015  -  Deadline June 23, 2015
cpvs
71322000

study the necessary flood protection and demarcation of risk areas for flooding of the river Alpheus end of bounding up the bridge White Houses and Erymanthou estuary of EE Ilia.

Engineering design services for the construction of civil engineering works

Περιφέρεια Δυτικής Ελλάδας | Published April 28, 2015  -  Deadline June 23, 2015
cpvs
71322000

study the necessary flood protection and demarcation of risk for the river Achelous areas flood end canal vanishing HPP Stratos to bridge Mastro Occupation of EE Aitoloakarnania.

Engineering design services for the construction of civil engineering works

Περιφέρεια Αττικής, Περιφερειακή Ενότητα Ανατολικής Αττικής | Published April 23, 2016  -  Deadline June 29, 2016
cpvs
71322000

Study additional flood defenses to p. Asopos by KP 0 + 400 to KP 2 + 800. Total length of settlement, 2400 m. With padded section.

Surveying the river in a total length of 3,500 m., Which will include flood control projects have been built. Hydraulic study (return period T = 50 years) on the basis that it will propose additional works required for the flood protection of the area along the river Asopos studied.

Static bridge design, to replace the existing bridge Chalkoutsiou, which is insufficient for the return period T = 50 years.

Study on the construction sheeting in section of road passing alongside the river, upstream of Chalkoutsiou bridge. The Sheeting projects relating to sliding of the western slope of the river and will have a length of 20 m.

All these proposed projects will have to be authorized environmental.

Finally, a study will cadastral projects.

The hydraulic study will be carried directly to the stage of the Final Design. The Structural Design of the Bridge will be prepared in stage Preliminary and Final design with omission of the Preliminary stage, while the Structural Design of sheeting will be prepared directly in the process of final design with omission of steps of the Preliminary and Preliminary.

"Improvement of the segment-Kalpaki Konitsa NR Ioannina-Kozani »

Υπουργείο Υποδομών, Μεταφορών και Δικτύων / Γεν. Γραμματεία Δημ.Έργων / Γεν. Διεύθυνση Συγκ. Έργων / Διεύθυνση Μελετών Έργων Οδοποιίας (Δ.Μ.Ε.Ο.) | Published August 28, 2014
Winner
Σπυρίδης Α. Κουτάλου Β. ΟΕ «ΥΕΤΟΣ», «Οδός Μελετητική» Φράγκος Απ. και Σια ΕΕ, Concept Συμβ. Μηχανικοί ΑΕ, ΑΚΜΗ Σύμβουλοι Μηχανικοί Δ. Μήτρου–Π. Μουρμούρης ΕΕ, Αρμένης ΔημήτριοςΛ. Συγγρού 233Αθήνα 171 21 +031 2109374800
cpvs
71322500, 71351810, 71322000, 71322300, 71313000, 71334000, 71351000

Purpose of this notice is to complete the necessary studies and surveys to improve the road section Kalpaki Konitsa-NR No. 20.-Section Kalpaki Konitsa NR Ioannina-Kozani, length about 27 km. Completion of the A / R Kalpakiou (giving access to the Ionian Road area of ​​Konitsas and therefore areas of Florina - Kastoria and serves movements made for tourism / recreation in Zagoria and the National Park of Vikos-Aoou) to the entrance to the city of Konitsas, requiring improvements in chambers to improve the level of service and the safety of road users. These improvements are mainly in Subsection I of A / R Kalpakiou (KP 0 +000) to Bridge Voidomati (CH 15 + 500). Are orizontiografikes local improvements, making modification in the two maneuvers in difficult Subsection IB with a high trench opening and construction of a new bridge (C1) and configuration 5 tri-leg junctions (K1-K5). In subsection II of Voidomati Bridge (km 15 +500) to Aoou Bridge (km 26 +300) provided one configuration pronged junctions (R6) and syntax control study existing road and interventions to improve road safety , in which you propose any minor improvements especially in areas horizontal alignment curves.

Repair and maintenance services of floating structures

Υπουργείο Υποδομών, Μεταφορών και Δικτύων / Γ.Γ.Υ. / Διεύθυνση Λιμενικών Υποδομών | Published June 11, 2016
Winner
Αντώνιος Φίλιππας του Δημητρίου (Ε.Δ.Ε.)
cpvs
50246300, 45233141

Object of the Convention is to provide services for repair and maintenance of Lefkada Floating Bridge "Bible Black". The repair and maintenance of pontoons include periods of two phases:

The first decoupling towing and transportation yard for the necessary maintenance and reinstallation of the operating position.

The second concerns the execution of repairs and maintenance work as well as the floating bridge inspection controls will be needed until the expiry of the Convention.

The execution of the work will be done in accordance with the instructions of the D / Noosa Service and conditions stated in contract documents.