Ouvrages CONDURIL à Portugal Continental
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A15/A8 - Caldas da Rainha/Marinha Grande/Leiria/Rio Maior/Santarém
| Désignation | Auto-roads of West A15/A8 |
| Localisation | Caldas da Rainha/Marinha Grande/Leiria/Rio Maior/Santarém |
| Description | Construction of 2 sections of auto-road with approach extension of 87 km, including 34 inferior tickets, 47 superior tickets, 20 viaducts in a total extension of about 8.000 m, 2 toll gate tunnels, 12 squares and 13 we of interconnection. Main Amounts: Land movement - 15.000.000 m3 Material to granulate - 2.000.000 ton. Bituminous mixtures - 2.800.000 ton |
| Début/Fin | 1999/2001 |
| Participation | 10,49% |
| Maitre d'Ouvrage | Auto-roads of Atlantic |
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Portimão Road (2nd phase) - Portimão
| Désignation | The Arade River Bridge (Road) |
| Localisation | Portimão |
| Description | Construction of bypass of EN 125 carriageway, totalling approximately 8,000 m in length, between Hotel da Penina and Estombar. This works’ contract included, in addition to the road construction works (earthworks, drainage, paving, vertical and horizontal traffic signals, landscaping), the consolidation work of alluvial soil settling with geo-drainage and pre-loading, given that large-scale silt subsidence and/or even sub-soil rupture was forecast. Three junctions were constructed: - Estombar Junction, Companheiro Junction, Alvor Junction and 9 standard engineering works (overpasses and underpasses). The cross-section consists of a 7.00 m traffic travel lane (1x1 lane) and 2.50 m hard shoulders |
| Début/Fin | 1988/1992 |
| Participation | 100% |
| Maitre d'Ouvrage | J.A.E. |
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A7 Lote A - Vermoim
| Désignation | General construction (lot A) of Vermoim (Ceide) / EN 301 main carriageway section of A7 Famalicão/Guimarães motorway |
| Localisation | Vermoim |
| Description | An 8.5 km long stretch of motorway, including all earthworks, drainage, supporting works, paving and vertical and horizontal signalling |
| Début/Fin | 6/1992 to 09/1993 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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IC1 - Apúlia/Ponte do Neiva
| Désignation | IC1 – Main Carriageway – Apúlia / Ponte do Neiva |
| Localisation | Esposende |
| Description | Construction of the Apúlia to Ponte do Neiva stretch of the IP1 main carriageway and bypasses of the EN 103-1, EN 13 and EN 205-1 roads, covering a total approximate length of 14,087 m of road, two grade separated junctions, re-alignment of 16 existing roads and routes, 7,300 m of bypasses and 19 engineering works (overpasses, underpasses and agricultural crossings). Standard transversal section of two lanes in each direction, each direction with a width of 7.5 m, inside hard shoulders of 1.0 m and outside hard shoulders of 2.5 m; a 0.60 m wide ‘New Jersey’ type traffic separator |
| Début/Fin | 1997/1998 |
| Participation | 55% |
| Maitre d'Ouvrage | J.A.E. |
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A3 – Braga/EN 201 Lote A
| Désignation | A3 – Oporto / Valença Motorway – West Braga / En 201 Main Road Section |
| Localisation | Braga |
| Description | An 8,500 m long stretch of motorway, the conclusion of West Braga junction, which has a length of 600m, parallel roads, 14 re-alignments to existing roads and pathways and 14 engineering works (underpasses, overpasses and agricultural crossings). Standard transversal section of two lanes in each direction, each direction with a width of 7.5 m, inside hard shoulders of 1.0 m and outside hard shoulders of 3.5 m, 4.0 m wide median |
| Début/Fin | 1995/1997 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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Carregal do Sal Main Road - Carregal do Sal
| Désignation | EN 234 Main Road – Carregal do Sal Bypass |
| Localisation | Carregal do Sal |
| Description | Standard transversal section of two 3.50m wide lanes in each direction, with a 0.60 m wide ‘New Jersey’ type traffic separator and hard shoulders with a standard width of 2.50 m. Engineering works: overpass – 11, underpass – 3, agricultural crossing – 10 |
| Début/Fin | 1993/1995 |
| Participation | 100% |
| Maitre d'Ouvrage | J.A.E. |
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IP5 - Pirâmides/Barra
| Désignation | IP5 – Pirâmides / Barra |
| Localisation | Aveiro and Ílhavo |
| Description | Widening of the EN 109-7 to 2×2 lanes, with the construction of two interchanges (Interchange 2 – Gafanha da Nazaré Interchange and Interchange 1 – Barra Interchange, the latter of which is adapted to new traffic conditions) and an extensive network of parallel roads. This contract work also involved building 5 elevated crossings - 4 overpasses and 1 underpass. The road route was located in floodable alluvial areas, occupied by salt-pans, which made it necessary to carry out several geotechnical structures, such as preloading fills, geotextile drains, crushed-stone piles.... All engineering works had to be anchored in reinforced concrete piles, the longest of which needed to be 50m deep |
| Début/Fin | 1994/1996 |
| Participation | 100% |
| Maitre d'Ouvrage | J.A.E. |
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Sub-concession of the Baixo Alentejo Motorway
| Désignation | Sub-concession of the Baixo Alentejo Motorway |
| Localisation | Baixo Alentejo, in a geographic area covering Alcácer do Sal, Grândola, Évora, Beja, |
| Description | The Sub-concession of the Baixo Alentejo Motorway will consist of a set of roads stretching approximately 350 km, made up of new roads to be built and upgrading and/or improving of existing roads, in ten stretches, distributed as follows: Stretch A, IP8 - Roncão Junction (IC33) / Grândola Sul Junction (IP1) Stretch B, IP8 - Grândola Sul Junction (IP1)/Ferreira do Alentejo Stretch C, IP8 - Ferreira do Alentejo/Beja Stretch D, IP8 - Sines/Roncão Junction Stretch E, IP2 - Évora (A6 / IP7) / S. Manços Stretch F, ER261-5 - Sines / Santo André Stretch G, IP2 - S. Manços / Beja Stretch H, IP2 - Beja / Castro Verde (A2/IP1) Stretch I, IC1 - Marateca (IP1) / IP8 Stretch J, IC33 - Santiago do Cacém/Grândola (IC1) Stretches A, B, C and E are motorways and tolls will be charged. Stretches D and F are also motorways but no tolls will be charged. There will be approximately 151 km of motorway roads in the development. The remaining 200 km will be National Roads (EN), where improvements and/or upgrading will be carried out, consisting of major interventions at the level of paving, drainage and junction levelling. The work will also include the construction of two CAMs – Maintenance and Assistance Centres and two Service Areas. All of the stretches include the construction of current engineering structures and special engineering structures. The most relevant of these will be the bridge over the River Sado, at a length of 900m. |
| Début/Fin | 31-01-2009/31-01-2012 |
| Participation | |
| Maitre d'Ouvrage | SPER – Sociedade Portuguesa Para a Construção e Ex |
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Algarve Litoral sub-concession, ACE
| Désignation | Algarve Litoral sub-concession, ACE |
| Localisation | Algarve |
| Description | The Algarve Litoral sub-concession consists of a group of roads approximately 267.3 km long, made up of a new construction (29.5 km) and the upgrading of the main roads in the Algarve, including the EN125 (237.8 km). The new construction includes the construction of the following 8 bypasses: Lagos, S. Lourenço / Troto, Faro (2nd phase), Olhão, Odiáxere, Luz de Tavira, S. Brás de Alportel / Faro and Guia / Albufeira. Upgrading will be carried out on the EN125 road and improvements on the ER 125, IC4, EN 124, ER 124, EN 266, EN 268, EN 396 and EN 398 roads. Apart from the actual construction, contractual obligations also include the preparation of the entire project up to the final design. The objective of the sub-concession is the reduction in the number of accidents, improve the performance of the roads in terms of capacity and traffic flow and improve the quality of life. |
| Début/Fin | 20 April 2009-19 April 2013 |
| Participation | |
| Maitre d'Ouvrage | Concedente: EP – Estradas de Portugal, SA |
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A10 - Carregado Junction - Carregado
| Désignation | A10 Motorway – Lot D – Carregado Junction |
| Localisation | Carregado |
| Description | Construction of reinforced concrete viaducts, hydraulic crossings and underpasses, which included earth movement, paving, drainage and signalling. The work contract comprises the construction of 15 (fifteen) viaducts and 3 (three) underpasses. The most noteworthy components of which are: a) The construction of approximately 860 reinforced concrete formed piles of 800, 1000, 1200 and 1500 mm in diameter, providing a total length of 17,500.00 metres, with a average length of 30 metres. b) Construction of foundation blocks and pillars with a diameter of 2000 mm and height of up to 15 m, totalling 150 units. c) Construction of decks with widths varying from 10 m to 25 m, and average section lengths of 30 m, totalling a distance of 3,300.00 m |
| Début/Fin | 2005/2006 |
| Participation | 33,33% |
| Maitre d'Ouvrage | BRISA, S.A. |
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Bridge Salgueiro Maia - Santarém
| Désignation | Bridge Salgueiro Maia in Santarém |
| Localisation | Santarém |
| Description | 5,070 m engineering work in prestressed concrete. The Tagus river crossing is an axially suspended cable stayed bridge, totalling 570 m in length. The cable stayed section is 486 m long, which is composed of a central span of 246 m, secondary spans of 78 m and outside spans of 42 m. Construction process: Bridge – arch stones concreted in place using travellers; Access viaducts – incremental launching beams. The foundations of both the bridge and the access viaducts are indirect, consisting of Ø 0.80 to 2.00 m reinforced concrete piles with a maximum length of 64 m, totalling 22,590 m |
| Début/Fin | 1997/2000 |
| Participation | 50% |
| Maitre d'Ouvrage | J.A.E. |
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The Arade River Bridge - Portimão
| Désignation | The Arade River Bridge |
| Localisation | Portimão |
| Description | Construction of bypass of EN 125 carriageway, totalling approximately 8,000 m in length, between Hotel da Penina and Estombar. This works’ contract included, in addition to the road construction works (earthworks, drainage, paving, vertical and horizontal traffic signals, landscaping), the consolidation work of alluvial soil settling with geo-drainage and pre-loading, given that large-scale silt subsidence and/or even sub-soil rupture was forecast. Three junctions were constructed: - Estombar Junction, Companheiro Junction, Alvor Junction and 9 standard engineering works (overpasses and underpasses). The cross-section consists of a 7.00 m traffic travel lane (1x1 lane) and 2.50 m hard shoulders |
| Début/Fin | 1988/1992 |
| Participation | 100% |
| Maitre d'Ouvrage | J.A.E. |
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IP2 Viaducts - Macedo de Cavaleiros
| Désignation | IP2 Main Carriageway Macedo de Cavaleiros |
| Localisation | Parish of Grijó de Vale Benfeito |
| Description | Construction of 5 viaducts and 1 overpass in pre-stressed reinforced concrete. All the viaducts were constructed using the same superstructure – a continuous TT-section beam, 249 m in length in V5, 220 m in V2 and V3 and 191 m in V1 and V4. The total materials used to discharge the contract were: 37,300 m2 of formwork, 14,500 m3 of concrete, 1,940 ton of steel, 109 ton of pre-stressing steel and 126,100 m3 of ground-mounted falsework |
| Début/Fin | 3/2000 to 09/2001 |
| Participation | 100% |
| Maitre d'Ouvrage | ICOR |
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A2 Viaducts - Aljustrel/Castro Verde
| Désignation | A2 - Southern Motorway, Aljustrel-Castro verde Stretch – messejana, Aivados and Almoleias Viaducts |
| Localisation | Ourique and Castro Verde |
| Description | Construction of three pre-stressed reinforced concrete viaducts with the following specifications: a) Messejana Viaduct: 266.00 ml + 266.00 ml; 2x6 spans of 35.00 m + 2x2 spans of 28.00 m b) Aivados Viaduct: 260.00 ml + 260.00 ml; 2x6 spans of 35.00 m + 2x2 spans of 25.00 m c) Almoleias Viaduct: 330.00 ml + 330.00 ml; 2x8 spans of 35.00 m + 2x2 spans of 25.00 m Mains quantities: Structural Concrete: 32,089 m3 Formwork: 71,820 m2 Passive Reinforcement: 2,938,335 kg Active Reinforcement: 32.392,000 kN x m |
| Début/Fin | 3/2000 to 7/2001 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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A2 Viaducts - Castro Verde/Almodôvar
| Désignation | Special Viaducts – Southern Motoway (A2) |
| Localisation | Almodôvar |
| Description | Construction of two special viaducts: Gomes Aires Viaduct – 194 m long and a viaduct over the River Mira – around 215 m long |
| Début/Fin | 10/2000 to 3/2001 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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EN 326 - Mansores/Arouca
| Désignation | EN 326 road - Mansores/Arouca – Special Engineering Works |
| Localisation | Arouca |
| Description | Construction of special engineering works, namely Aveneira Viaduct – 301 m long, Nogueiró Viaduct – 161 m long and Senras Viaduct – 503 m long. Indirect foundations were required 1528 m total 1,00 m diameter piles, due to the low support capacity offered by the ground in the area. The ground-mounted falsework method, with Pall elements, was used to construct the support trestle of Senras Viaduct. For the other two viaducts, BB20 and Asnas BB70 columns were used to construct the deck. In certain circumstances the height of the deck reached 30 metres. All the viaduct decks were pre-stressed |
| Début/Fin | 2002/2006 |
| Participation | 50% |
| Maitre d'Ouvrage | ICOR |
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Special Viaducts A6 - Elvas
| Désignation | A6 – Marateca/Elvas Viaducts – lote c |
| Localisation | Terrugem - Elvas |
| Description | Construction of 3 special viaducts in pré strengthen armed concrete with double deck and a transversal profile of auto-road with lengths of: Viaduct of Gaião: Length: 2 × 100 m ( 20,0 × 2 + 30,0 × 2 m ); Width: 2 × 15,0 m. Viaduct of Estalagem: Length: 2 × 130 m (2 × 20,0 + 3 × 30,0 m ); Width: 2 × 15,0 m. Viaduct of Mosqueiros: Length: 2 x 152 m (2 × 20,0 + 4 × 27,0 m ); Width: 2 × 15,0 m. Constructive process: Traditional scaffolding to the ground |
| Début/Fin | 1998/1999 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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Alvalade Viaducts/Campilhas Bridge - Alvalade do Sado
| Désignation | Alvalade Viaduct, Campilhas Bridge |
| Localisation | Alvalade do Sado |
| Description | Alvalade Viaduct – prestressed reinforced concrete railway viaduct, 642 m long, composed of 7 sections of 90 m. Most significant works’ quantities: Concrete: ± 8, 500 m3; Formwork: ± 18,100 m2; Steel: ± 790,000 kg; Prestressing: 200,000 kg; Piles moulded in situ D = 1,000 mm: ± 1,350 m and D = 1,200 mm: ± 750 m. Campilhas Bridge – prestressed and reinforced concrete railway bridge, 85 m long. Most significant works’ quantities: Concrete: ± 1, 900 m3; Formwork: ± 3,100 m2; Steel: ± 120,000 kg; Prestressing: 30,000 kg; Piles moulded in situ D = 1,000 mm: ± 200 m |
| Début/Fin | 2001/2003 |
| Participation | 100% |
| Maitre d'Ouvrage | REFER, EP |
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Special Viaduct over Laje Brook and Rio Grande da Pipa - Arruda dos Vinhos
| Désignation | Construction of special viaducts (Lots A, B and C), of Arruda dos Vinhos/IC11 section of A10 - Bucelas/Carregado/IC3 motorway - Lot "A" |
| Localisation | Arruda dos Vinhos |
| Description | Pre-stressed reinforced concrete viaduct with a total length of: left deck: 1,279 m; right deck: 1,319 m; With a span configuration of (64 + 90×11+ 75+60(+40)). The pier and abutment foundations are direct and indirect. The deck is constructed by the cantilevering method, using 8 pairs of formwork travellers. Material and main quantities: Concrete: C30/37 for foundations and abutments 19,324 m3; C35/45 for pier uprights 9,300 m3; C40/50 for decks 40,550 m3. A500NR steel for passive reinforcement 7,600,000 kg; Pre-stressed steel in decks 1,450,000 kg; Pre-stressed steel in piers 10,000 kg |
| Début/Fin | 2004/2006 |
| Participation | 100% |
| Maitre d'Ouvrage | BRISA, S.A. |
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E. N. (national road) 125 – Portimão metal bridge over the River Arade – Repair and R
| Désignation | E. N. (national road) 125 – Portimão metal bridge over the River Arade – Repair and R |
| Localisation | Portimão - Lagoa |
| Description | -General cleaning of site -Repairs to the metal structure -Repairs to the deck -Repairs to the columns -Repairs to the abutments -Adapting accesses -Road and artistic lighting of the engineering structure |
| Début/Fin | 30-04-2008 / 24-07-2009 |
| Participation | |
| Maitre d'Ouvrage | EP – Estradas de Portugal, SA |
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Beira Baixa Line – Construction of pedestrian underpass at km 91640
| Désignation | Beira Baixa Line – Construction of pedestrian underpass at km 91640 |
| Localisation | Castelo Branco |
| Description | Construction of an underpass below the railway line, on the Beira Baixa Line, at Castelo Branco, with the following characteristics: - Excavation………… 800 m³ - Earthworks………… 200 m³ - Line suspension……..1 Unit - Reinforced concrete.. 250 m³ - Masonry facing...........100 m² - Wall facing with glass tiles ….... 350 m² - Erecting platforms for people with reduced mobili…..2 units - General electrification; - Setting up pumping equipment. |
| Début/Fin | April 2009/September 2009 |
| Participation | |
| Maitre d'Ouvrage | REFER, EPE |
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EN 243 main road – Renovation of Chamusca Bridge over the River Tejo
| Désignation | EN 243 main road – Renovation of Chamusca Bridge over the River Tejo |
| Localisation | Municipality of Chamusca – Santarém District |
| Description | Bridge over the River Tagus with a metal deck and pillars and abutments in limestone masonry. Main work and associated quantities: - Repair, substitution and adaptation of existing metal elements, including the supply and application of rivets – Approximately 60,000 tonnes of steel and 3,500 rivets. - Anti-corrosion treatment – Abrasive stripping to degree Sa 2.5 (sandblasting) and painting with a final thickness of approximately 300 micrometres – approximately 35,000 m². - Removal and substitution of support mechanisms on rollers with high damping (HDRB) support mechanisms – 24 support mechanisms. - Repair and painting of concrete circulation deck: approximately 4,200 m2 - Reinforcement of foundations of pillars set in the river bed (6 units) using a 1-metre thick reinforced concrete ring to surround the existing foundation on a tangential curtain of jet grouting with D = 0.60 m in diameter and reinforced internally with micropiles: 3,500 ml of jet grouting columns and 950 m³ of concrete. - Milling, reinforcement / repair, waterproofing and paving of deck: 4,200 m² |
| Début/Fin | Feb. 2007 / Sept. 2008 |
| Participation | |
| Maitre d'Ouvrage | EP – Estradas de Portugal |
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Gross water system and Sabugal treatment plant - Guarda
| Désignation | Water supply work contract 2 – Gross water system and Sabugal water treatment plant |
| Localisation | Guarda |
| Description | The water catchment and treatment system encompasses: - A lift station with a total flow rate of 197 l/s, a lift height of 143 metres, installed power of around 400 kW and 3 electrical pump groups; - Connection to the water intake circuit, via ductile cast iron piping with a diameter of DN 450 and a length of around 80 metres; - Lift station feeder pipe, with a diameter of DN 450 mm of feeder pipe, in ductile cast iron, with a length of around 4,300 m; - A water treatment plant (Sabugal) with a treatment capability of 17,000 m3 of water per day, including a treated water reservoir. This water treatment plant supplies a population of 88,340 |
| Début/Fin | 2003/2005 |
| Participation | 50% |
| Maitre d'Ouvrage | Águas do Zêzere e Côa |
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Wastewater Treatment Plant of Portucel Viana - Viana do Castelo
| Désignation | Water supply work |
| Localisation | Viana do Castelo |
| Description | |
| Début/Fin | 09/2006 to 04/2008 |
| Participation | 28% |
| Maitre d'Ouvrage | Portucel de Viana |
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Wastewater Treatment Plant of Lagoa/Meco - Alfarim
| Désignation | Design-Construction of Wastewater Treatment Plant in Lagoa/Meco |
| Localisation | Alfarim |
| Description | The Contract for Design-Construction of the wastewater treatment plant at Lagoa - Meco involves the carrying out of the following activities: - Implementation project for the Contract; - Carrying out drilling campaigns and geological and geotechnical surveys. - Civil Construction: building of hydraulic elements, namely: Biological reactor, oil and grease biological reactor, entrance project, secondary decanters, mud silo, lime silo, flow measurement chambers, bridge/bascule; construction of four buildings: Control, tertiary, compressors and pre-treatment; - Process piping network; rainwater; domestic water system; telephone and drinking water. - Fencing and landscaping. - Paving of wastewater treatment plant and of access road to wastewater treatment plant. - Design, supply and assembly of Electromechanical Equipment and Electrical Installations. - Start-up, Running and Maintenance of the wastewater treatment plant for one year (365 days). The Lagoa Meco Treatment Plant has a capacity for treating an average effluent flow of 616.27m3/h, equivalent to an average population of 48 thousand, with the possibility of reaching as many as 65 thousand with the extension of same (with the construction of primary decanters) |
| Début/Fin | 6/2007 to 5/2009 |
| Participation | 100% |
| Maitre d'Ouvrage | SIMARSUL, SA |
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Wastewater Treatment Plant - Resende, Sande and Tarouca
| Désignation | Wastewater treatment plants of the Resende-Mirão, Cambres, Sande and Tarouca sub-systems |
| Localisation | Four wastewater treatment plants – one located in Resende, another in Cambres (Régua) |
| Description | Wastewater treatment plants basically composed of an entry point, a biological reactor (oxidation pond), a secondary decanter, a gravitational thickener, a slurry thickener, a pump shaft, an exit point and a control building housing a centrifuge. The work consumed approximately 3,000 m3 of concrete, 380,000 kg of steel and 11,300 m2 of formwork. The bad foundation conditions at the Tarouca wastewater treatment plant obliged the use of indirect foundations consisting of reinforced steel piles, 0.60 m in diameter and approximately 14 m long. These wastewater treatment plants are designed to serve populations between 1136 and 6976 inhabitants |
| Début/Fin | 30/1/2004 to 23/5/2006 |
| Participation | 100% |
| Maitre d'Ouvrage | Águas de Trás os Montes e Alto Douro |
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Tâmega River Hydroelectric Plant, Torrão Development Stretch - Alpendurada
| Désignation | Tâmega River Hydroelectric Plant, Torrão Development Stretch |
| Localisation | Alpendurada |
| Description | Concrete gravity dam with a crest of 218 m and maximum height of 70 m above the lowest point of the foundations. The surface flood spillway has 5 sluice gates and a maximum flood caudal of 4,150 m3/s. The 2 bottom outlets each have a gallery 40 m long. The hydraulic circuits are composed of a water intake with a 17.5 x 20 m2 mouth, 432.8 m of loading chambers and 55 m long inlet pipe arrangements and 4 coffer dam sluice gates. The electricity production plant is composed of two reversible turbine-pump / alternator-motor groups with 30 m axle distance, existing in independent circular wells with an internal diameter of 17 metres and height of 50 metres |
| Début/Fin | 1984/1987 |
| Participation | 30% |
| Maitre d'Ouvrage | E.D.P. |
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Arcossó Dam - Chaves
| Désignation | Arcossó Dam |
| Localisation | Chaves |
| Description | Compacted rockfill dam with zoned profile. Waterproofing coating of reinforced concrete on upstream face. Crest length of 320 m and maximum height of 40 m |
| Début/Fin | 1997/1999 |
| Participation | 100% |
| Maitre d'Ouvrage | D.R.A.T.M. |
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Santa Justa Dam - Alfândega da Fé
| Désignation | Santa Justa Dam |
| Localisation | Vilarelhos – Alfândega da Fé |
| Description | Zoned embankment dam with waterproof core and two stabilising masses of larger dimension material; Height of 40 m and crest length of 280 m. Upstream face protected with rockfill. Cement grout injected into the foundations to form waterproofing curtains |
| Début/Fin | 2001/2003 |
| Participation | 100% |
| Maitre d'Ouvrage | D.R.A.T.M. |
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Construction of Ranhados Dam - Guarda
| Désignation | Construction of Ranhados Dam |
| Localisation | Ranhados - Meda - Guarda |
| Description | Concrete gravity dam with a maximum height (above the foundations) of 41,50 m and a crest length of 290,5 m |
| Début/Fin | 1989 |
| Participation | 100% |
| Maitre d'Ouvrage | Directorate-General of Natural Resources |
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Ribeiro Grande and Arco Dam - Torre de Moncorvo
| Désignation | Ribeiro Grande and Arco Dam |
| Localisation | Horta da Vilariça – Torre de Moncorvo |
| Description | The work contract comprises the construction of a system composed of two dams and one dyke, which will store water originating from the two brooks for agricultural use. Earth, in a zoned profile, will be used to construct the main body of the dams. They will possess a waterproof core and stabilising blocks. The two reservoirs will be connected via a canal with trapezoidal cross-section. The system will include safety and operational infrastructures, constructed in reinforced concrete |
| Début/Fin | 2005 (in execution) |
| Participation | 100% |
| Maitre d'Ouvrage | Trás-os-Montes Regional Agricultural Board |
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Catapereiro Mini-Hydroelectric Plant - Numão
| Désignation | Catapereiro Mini-Hydroelectric Plant |
| Localisation | Numão |
| Description | Concrete dam with a maximum height above the foundations of approximately 36 m and a crest length of 120 m. Cement grout injected into foundations and supply and installation of hydro-mechanical equipment |
| Début/Fin | 1997/1998 |
| Participation | 100% |
| Maitre d'Ouvrage | FOZCOAINVEST |
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Leisure Boat Dock - Viana do Castelo
| Désignation | Leisure Boat Dock |
| Localisation | Viana do Castelo |
| Description | The works’ contract fundamentally comprises dredging work, the construction of rockfill sea walls, the construction of the dock, slipway, tidal grade and mooring structures. Main quantities: Dredging - 156,500 m3 Rockfill – 14,000 m3 Concrete – 5,000 m3 |
| Début/Fin | Jan.1989 / Sept.1992 |
| Participation | 100% |
| Maitre d'Ouvrage | Directorate-General of Ports |
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Treatment of Spoil Banks of Tinoca Mine - Campo Maior
| Désignation | Treatment of Spoil Banks of Tinoca Mine |
| Localisation | Campo Maior |
| Description | The planned solution fundamentally consisted of reprofiling existing spoil banks, surface and sub-surface drainage, waterproofing of the new definitive reprofiled waste deposit and the introduction of system efficiency control devices. Main quantities: Earth movement (excavation / embankments) = 52,000 m3 Waterproofing (geo-membrane / geo-textile) = 31,600 m3 |
| Début/Fin | 2003 |
| Participation | 100% |
| Maitre d'Ouvrage | IDRHa |
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Preservation Works on Lousa Castle - Mourão
| Désignation | Preservation Works on Lousa Castle |
| Localisation | Aldeia da Luz - (Mourão) |
| Description | Encasing Lousa Castle in geo-textile bags of porous concrete and sand to preserve the castle during immersion under the Alqueva dam reservoir |
| Début/Fin | 2001/2002 |
| Participation | 100% |
| Maitre d'Ouvrage | EDIA |
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Vilar wastewater treatment plant, reservoir water catchment and treatment plant
| Désignation | Vilar wastewater treatment plant, reservoir water catchment and treatment plant |
| Localisation | Barragem do Vilar - Sernancelhe |
| Description | This work contract includes the construction of a water treatment plant, a treated water reservoir, a lift station, a barge-mounted water catchment and the feeder pipe from the catchment to the treated water reservoir. The water treatment plant basically consists of pre-conditioning and decantation, filtration, thickener and the support building. This water treatment plant supplies a population of 37,000 at a production rate of 100 l/s. The construction consumed 1,900 m3 of concrete, 215,000 kg of steel and 8,130 m2 of formwork. |
| Début/Fin | 21st.April.2004/ 25th.June.2006 |
| Participation | |
| Maitre d'Ouvrage | Águas de Trás os Montes e Alto Douro |
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Olgas Dam
| Désignation | Olgas Dam |
| Localisation | Ribeira do Arroio, Torre de Moncorvo |
| Description | Concrete gravity dam with a maximum height (above the foundations) of 34,5 m and a crest length of 123 m. Cement grout injected into foundations, and supply and installation of hydro-mechanical equipment. Foreseen total volume of concrete: 32.750 m3. |
| Début/Fin | 2006 – 2008 |
| Participation | 50% |
| Maitre d'Ouvrage | Aguas de Trás-os-Montes e Alto Douro |
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REINFORCEMENT OF THE SOUTH PIER OF THE PORT OF PÓVOA DE VARZIM
| Désignation | REINFORCEMENT OF THE SOUTH PIER OF THE PORT OF PÓVOA DE VARZIM |
| Localisation | Póvoa do Varzim, Porto |
| Description | Reinforcement of the South Pier, with the application of selected rocks with great dimensions (90 to 120 KN) in the extraback of the pier, remodelling of the net of sewers and electric energy that pass in its interior, and finally the construction of a new floor in hardened simple and with polypropylene staple fibres. |
| Début/Fin | February 2009 / December 2009 |
| Participation | |
| Maitre d'Ouvrage | I.P.T.M. – Instituto Portuário e dos Transportes M |
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Interconnection of Douro and Paiva sources
| Désignation | Ramalde / Galegos stretch and Ramalde lifting station |
| Localisation | Gondomar – Paredes - Penafiel |
| Description | - Supply and laying of water diversion pipes, with an extension of 28 km, in DN700 steel; - Supply and installation of accessories and other pipe attachments, installation of tritube and signal cable; - Building work, supply and assembly of electrical installations and equipment relative to the Ramalde pumping station (510 l/s) and adaptation of hydraulic circuits at the Lagoa, Jovim and Ramalde reservoirs. |
| Début/Fin | 2009 – (in progress) |
| Participation | 55% |
| Maitre d'Ouvrage | Aguas do Douro e Paiva |
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Construction of Auditório Municipal de Portel - Portel
| Désignation | Construction of Auditório Municipal de Portel |
| Localisation | Portel |
| Description | General Overview: Civil Construction Work Main work fronts: -DEMOLITION WORK Demolition work Disassembly work Excavation work. -REINFORCED CONCRETE STRUCTURES Earth movement Reinforced concrete structures -CIVIL CONSTRUCTION WORKS Roofing Masonry work Ceiling plastering Inside wall plastering Outside wall plastering Stucco plastering Cladding false ceilings Cladding flights of stairs and steps with stone Painting Stone cladding Painting metal flights of stairs -SPECIALISED WORKS Installation of water supply and wastewater systems Installation of electricity supply systems Installation of HVAC mechanical equipment -LANDSCAPING Construction of reinforced concrete containment walls Pavements and paving Irrigation systems Implementing planting and seeding operations |
| Début/Fin | 2004/2006 |
| Participation | 100% |
| Maitre d'Ouvrage | Portel Municipal Council |
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Housings in Albufeira - Várzea da Orada
| Désignation | Taken over on a contract basis of construction of the Housings South Front |
| Localisation | Várzea da Orada |
| Description | Execution of the structure, specialties and finishings of 34 housings with swimming pool |
| Début/Fin | 2002/2003 |
| Participation | 100% |
| Maitre d'Ouvrage | Actividades Agrícolas e Turísticas da Várzea da Or |
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Ameixoeira Light Railway underground Station - Lisboa
| Désignation | Ameixoeira Light Railway underground Station |
| Localisation | Ameixoeira - Lisbon |
| Description | Construction of the basic shell of Ameixoeira light rail underground station, Including the excavation of a thirty-two metre deep, forty metre diameter central shaft. The station is basically comprised of: sub-platform, platform, first concourse, intermediate level, second concourse and roofing. The two entrances/exits are located in the east/north and west/north sections of the construction. Also included in the works’ contract is the construction of a ventilation and pump shaft, and the connection of this shaft to the tunnel (using a tunnel boring machine) through a reinforced concrete gallery, which included halting of the flow of a stream existing at the location |
| Début/Fin | 2001/2003 |
| Participation | 22,75% |
| Maitre d'Ouvrage | ZMT-ACE |
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Magnifying of the Mixer and Warehouse of substance cousins - Famalicão
| Désignation | Magnifying of the Mixer and Warehouse of substance cousins |
| Localisation | Lousado - Famalicão |
| Description | The work basically consisted of extending the existing industrial unit (rubber mixing plant) and constructing a raw materials warehouse as well as all surrounding access routes. The rubber mixing building covers an area of 1,000 m2 and is constructed of a reinforced portal-type structure. The warehouse building covers an area of 3,500 m2 and the walls and roof are constructed using metal structures. Main quantities: Concrete ±5,600 m3 A500NR Steel ±700,000 kg Metal mosaic (30x30) ± 57,000 units |
| Début/Fin | 2001/2002 |
| Participation | 100% |
| Maitre d'Ouvrage | Continental/Mabor |
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Construction of the Infrastructures and Landscaping of Nova Aldeia da Luz - Mourão
| Désignation | Construction of the Infrastructures and Landscaping of Nova Aldeia da Luz |
| Localisation | Aldeia da Luz - Mourão |
| Description | - Electricity distribution network, including 2 transformer sub-stations - Telephone network, including 1 exchange (civil construction and equipment) - Cable TV network, including 1 exchange (civil construction and equipment) - Water supply network, including civil construction and equipment: 1 reinforced concrete raised tank 1 Water treatment plant 3 water catchment installations - Wastewater drainage network, including civil construction and equipment for 1 wastewater treatment plant - Rainwater drainage network - Roads, including earthworks, pavements, gardens and urban equipment - Landscaping |
| Début/Fin | 1998/2002 |
| Participation | 100% |
| Maitre d'Ouvrage | EDIA, S.A. |
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Pairamo Sub-Station - Mealhada
| Désignation | PARAIMO SUB-STATION – 76.00/01/02 |
| Localisation | Sangalhos - Mealhada |
| Description | -Construction of control building; -Construction of auxiliary services building; -Construction of CP41 and CP61 bay buildings; -Implementation of drainage system, roads and access road; -Landscape integration; -Fire-break walls; -Fencing; -Construction of water pumping group building; -Water well; -Fibre-optic network infrastructure; -Solid base blocks for transformer |
| Début/Fin | 2005/2006 |
| Participation | 100% |
| Maitre d'Ouvrage | REN |
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Ouditon Park / Requalification - Ílhavo
| Désignation | Ouditon Park / Requalification – 2nd phase |
| Localisation | Ílhavo |
| Description | - DREDGING - COASTAL PROTECTION EMBANKMENTS - FLOATING EQUIPMENT - REINFORCEMENT OF “PORTAS DE ÁGUA” BRIDGE - SUPPLY AND PLACEMENT OF TWO METAL BRIDGES - ELECTRICAL NETWORKS, PUBLIC LIGHTING – UNDERGROUND IP AND BT NETWORK - LANDSCAPING OF GREEN SPACES - CONSTRUCTION OF BUILDING FOR TOILET FACILITIES - URBAN EQUIPMENT - PAVING AND OUTDOOR ARRANGEMENTS |
| Début/Fin | 27/2/2008 to 8/8/2008 |
| Participation | 100% |
| Maitre d'Ouvrage | Ílhavo Municipal Council |
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Reinforcement and protection of the foundations of Tâmega bridge - Marco de Canavezes
| Désignation | Reinforcement and protection of the foundations of Tâmega bridge – Lot 1 – Douro line |
| Localisation | Marco de Canavezes |
| Description | The bridge carries rail traffic over the River Tâmega. It is located at km no. 57.384, between the stations of Livração and Marco de Canavezes. This Tâmega bridge is constructed from stone masonry and has a total length of 313.22 metres. It has 11 arches – three central arches with radius of 15 metres and the remaining 8 arches with radius of 9 metres. The approximate height is 60 metres in relation to the river bed |
| Début/Fin | 2005 (in execution) |
| Participation | 100% |
| Maitre d'Ouvrage | REFER, EP |
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Constância Bridge - Santarém
| Désignation | EN3 main carriageway Constância Bridge over the River Zêzere - Widening, Strengthening and general maintenance |
| Localisation | Constância, Santarém |
| Description | Widening of deck and abutments: The work consisted of the replacement of the existing deck for a metal slab wider than the existing surface, the strengthening of latticed girders, exterior pre-stressing and the insertion of seismic dampers on the abutments. A new layer of anti-corrosion protection was coated on the entire structure. The abutments were widened via the construction of reinforced concrete slabs and containment walls and embankments were added. Reinforcement of Foundations: The base of the pillar located on the lesser branch of the river had its foundations strengthened by a pre-stressed and reinforced concrete ring supported on micro-piles. The riverbed around the pillar was injected with cement grout |
| Début/Fin | 5/2003 to 7/2004 |
| Participation | 100% |
| Maitre d'Ouvrage | Estradas de Portugal |
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Mosteirô Bridge - Mosteirô
| Désignation | Mosteirô Bridge |
| Localisation | Mosteirô |
| Description | Replacement of all support apparatus as well as all works necessary to achieve this objective. Treatment of structural elements by coating with epoxy resins |
| Début/Fin | 1993/1994 |
| Participation | 100% |
| Maitre d'Ouvrage | J.A.E. |
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Muge Bridge - Santarém
| Désignation | EN 118 main carriageway - km no. 6.600 - BRIDGE OVER MUGE BROOK |
| Localisation | Salvaterra de Magos, District of Santarém |
| Description | Construction of a bridge using a combination of steel profiles and reinforced concrete. The bridge has two spans, providing a total span length of 60 metres. This bridge will replace the existing one – a metal bridge with four spans, constructed in the 1940s. The single most striking feature of this work contract is the construction of the new bridge beside the existing bridge, which after conclusion was then shifted into its definitive position in 3 days, during which time road traffic was cut off. Main tasks: • Reinforced concrete piles, 1000 mm in diameter, with a lost steel tube, each one around 30.0 metres deep. • Construction of a temporary metal structure on which to construct the deck. This structure consists of three metal portals with track girders, six roller devices and braking mechanisms. • Construction of the deck – the main structure of which is composed of two "I” beams of variable inertia, with a maximum height of 1.30 m and length of 60.0 m. The deck is a solid reinforced concrete slab. • Shifting the deck into place over a period of 3 days, implying closing the bridge to traffic. The process is composed of the following steps: - Demolition of the existing metal bridge using an 80-ton crane and hydraulic scissors mounted on a rotating platform. - Sliding the deck over the rollers into place. The force is provided by three 110-ton hydraulic bar jacks. - Monitoring the sliding process using cameras mounted on each track beam, to control the movement. - Raising the bridge, removing the rollers and inserting the definitive supports, using eight 159-ton hydraulic jacks |
| Début/Fin | April to October 2005 |
| Participation | 100% |
| Maitre d'Ouvrage | E.P. Estradas de Portugal EPE |
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Salgueiro Roman Bridge - Santiago de Riba-Ul
| Désignation | Salgueiro Roman Bridge |
| Localisation | Santiago de Riba-Ul |
| Description | Numbering and replacement of ruined masonry occupying around 70% of the bridge. Construction of a reinforced concrete river pillar clad with original stones. Reconstruction of the existing arches using the exact same layout and masonry. Total reconstruction of the bridge and access routes in the original layout. Cleaning all of the bridge’s faces |
| Début/Fin | 1999/2000 |
| Participation | 100% |
| Maitre d'Ouvrage | Oliveira de Azeméis Municipal Council |
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